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LETMP H ALTERNATE HI HOOK <br />CORNER BARS TO <br />MATCH CROSS WALL <br />REINFORCING <br />AT CORNERS AT INTERSECTIONS <br />NOTES: <br />1. WALL SIZE & REINFORCING PER PLAN. <br />2. CORNER BARS SIZE & SPACING TO MATCH HORIZONTAL REINFORCING. <br />TYPICAL CORNER BARS <br />AT CONCRETE WALLS - SINGLE MAT <br />SCALE: N.T.S. <br />CONC CURB WHERE OCCURS <br />SLAB ON GRADE & <br />REINF PER PLAN <br />�T/SLAB <br />COMPETENT NATIVE SOIL OR <br />COMPACTED STRUCTURAL FILL <br />OR PER GEOTECH REPORT <br />CORNER BARS TO <br />MATCH CROSS WALL <br />REINFORCING <br />INTERSECTING WALL <br />SPLICE LENGTH <br />BAR <br />LENGTH <br />g4 <br />28" <br />85 <br />36" <br />WALL FRAMING PER PLAN, <br />SHEAR WALL WHERE OCCURS <br />P.T. SILL R W/ ANCHOR BOLTS <br />PER SW SCHEDULE OR NOTES <br />EDGE NAILING <br />CONC STEM WALL & <br />REINF PER PLAN <br />CONC FOOTING & REINF <br />PER PLAN, CNTR'D ON <br />STEM WALL <br />ALTERNATE HOOKS <br />TYPICAL FOUNDATION FOOTING <br />AND STEM WALL WITH SLAB ON GRADE <br />SCALE:'/4 = 1'-0" <br />FLOOR OR ROOF FRAMING <br />PER PLANS & DETAILS <br />T/FLOOR <br />' (ROOF 0 SIM) <br />NUMBER OF STUDS <br />PER PLAN, (2) MIN <br />0 WALL ENDS <br />EDGE NAILING PER SHEAR <br />WALL SCHEDULE, STAGGERED — <br />BLOCKING 0 SHEAR WALL <br />SHEATHING PANEL EDGES — <br />SHEATHING & NAILING PER <br />SHEAR WALL SCHEDULE <br />RIM BOARD PER PUN <br />& DETAILS <br />hT/BOOR SHEATHING <br />R (SUB 0 SIM) <br />THREADED ROD PER <br />SHEAR WALL SCHEDULE <br />(MIN %"0 0 48"OC, <br />EMBED 7")— <br />BLOCKING PER DETAILS <br />BOTTOM PLATE NAILING PER <br />SHEAR WALL SCHEDULE <br />DI STUD 0 FLOOR -TO -FLOOR <br />HOLDOWN STRAP LOCATIONS <br />24" <br />#4 x --1 0 24"OC <br />14 CONTINUOUS, TOP <br />SUB ON GRADE & REINFORCING PER PUN SLOPE SIDEWALK OR GRADE <br />PER ARCH ELEVATION PER PVJJ <br />T/SUB SLOPE <br />AWAAWA_ T/GRF <br />IIIIIIIII-1 VAR <br />SUBGRADE PER 2/53.0 <br />STEEP AS POSSIBLE W B/FOOiI <br />_° II <br />REINF PER PUN --_ <br />COMPETENT NATIVE SOIL OR <br />COMPACTED STRUCTURAL FILL <br />OR PER GEOTECH REPORT PER PLAN <br />h <br />TYPICAL THICKENED SLAB EDGE FOOTING <br />SCALE:'/4 = 1'-0" <br />%F 0 x 24"LONG SMOOTH BAR 0 24"OC, <br />GREASE ONE SIDE IN DOWEL INSERT <br />WAR REINFORCING PER PLAN <br />IPER PLAN <br />—� 4" COMPACTED GRAVEL OR SUBGRADE <br />PREPARATION PER GEOTECH REPORT <br />CONSTRUCTION JOINT COMPETENT NATIVE SOIL OR <br />COMPACTED STRUCTURAL FILL OR <br />PER GEOTECH REPORT <br />SAWCUT OR 11/2" PREMOLDED JOINT <br />WE REINFORCING PER PLAN <br />4 * PER PLAN <br />III �k4 COMPACTED GRAVEL OR SUBGRADE <br />PREPARATION PER GEOTECH REPORT <br />CONTROLJOINT COMPETENT NATIVE SOIL OR <br />COMPACTED STRUCTURAL FILL OR <br />PER GEOTECH REPORT <br />NOTES: <br />1. FOR CONSTRUCTION OR CONTROL JOINT LOCATIONS REFERENCE FOUNDATION/SUB PLAN <br />2. USE "SOFICUi SAW" AS SOON AS POSSIBLE WITHOUT CAUSING RAVELING OF CONCRETE EDGES. <br />SAWCUT ALONG SHORT DIRECTION OF POUR FIRST <br />3. PROVIDE CONSTRUCTION/CONTROL JOINT TO ENCLOSE APPROXIMATE SQUARE AREAS OF 225 SF MAX <br />TYPICAL SLAB ON GRADE JOINT DETAILS / <br />SIMPSO <br />CLOTTEDm <br />SLOTTED <br />W/ %DO <br />3x3xO.22 <br />4.Sx3x0.2 <br />ADD ADDITIONAL STUDS 0 HOLDOWN <br />;I• <br />STRAPS OR FLOOR -TO -BOOR <br />', <br />R <br />CONNECTIONS <br />NOTE: DIAG SLOTTED WASHER <br />I• <br />BUNDLED STUDS PER PLAN MAY BE USED W/ ADDT CUT <br />OR 0 HOLDOWN LOCATIONS WASHER PER SW SCHED <br />ANCHOR BOLTS & R WASHERS <br />'• <br />PER SHEAR WALL SCHEDULE <br />o <br />HOLDOWN PER PLAN & SHEAR WALL SHEATHING <br />P.F. BOTTOM PLATE <br />,I• <br />SCHEDULE PER SW SCHED, TYP <br />•• <br />SHEAR WALL STUD <br />ADD'L R WASHER & PER SW SCHED, ttP <br />WALL <br />NUT 0 HOLDOWN <br />tiT/FOUNDATION <br />ANCHOR BOLTS PER ADD'L R WASHER MAY BE USED W/ <br />• <br />z <br />z SHEAR WALL SCHEDULE HOLDOWN AS TO MEET SW AS REQM'T <br />P <br />STRAP HOLDOWN PER <br />° <br />II. _ <br />i/FIN GRADE HD SCHED (WHERE OCCURS) <br />TPER <br />1- <br />ANCHOR BOLT& EMBED <br />T/FOOTIN� PER HOEDOWN SCHEDULE <br />CONCRETE STEM WALL <br />PER PUN EDGE NAIL SHEATHING PER <br />SHEAR WALL SCHEDULE <br />CONCRETE FOOTING <br />PLAN <br />STAGGERED ANCHOR BOLTS & 41/2°x3"xO.229" R WASHER <br />R WASHERS PER SW SCHED PER SW SCHED <br />DOUBLE -SIDED SHEAR WALL <br />ANCHOR BOLT OPTIONS <br />y" MAX, TYP <br />(R WASHER-TO-807 R EDGE) <br />SHEAR WALL SILL PLATE PER SW SCHED <br />HOLDOWN & ANCHOR BOLT PER <br />HD SCHED (WHERE OCCURS) <br />NAILING TO MATCH BOTTOM PLATE NAILING <br />PER SW SCHED <br />ANCHOR BOLT & R WASHER <br />PER SW SCHED, TYP <br />TYPICAL SHEAR WALL HOLDOWN TYPICAL PLAN VIEW - <br />CONNECTIONS AT FOUNDATION CONCRETE WALL �_� SHEAR WALL HOLDOWNS & ANCHOR BOLTS <br />SCALE: N.T.S. SCALE: 1" = 1'-0° <br />BEARING/SHEAR WALL PER PLAN <br />PT SILL It W/ ANCHOR BOLT PER <br />#4 CONTINUOUS, TOP <br />SHEAR WALL SCHEDULE OR NOTES <br />24" <br />14 x 16"1W24"0C <br />SLAB ON GRADE <br />PER PLAN <br />THICKEN EDGE SUB ON <br />GRADE PER PLAN <br />AN <br />xxX'= <br />x�IAIIIs�JtXx <br />T SUB <br />y <br />x <br />d <br />° 4 <br />a <br />,SUBGRADE <br />2L <br />° <br />I � �_ <br />rPER6/S-2 <br />PER GEOTECHSUBGRAD <br />°STEEP <br />° <br />COMPETENT NATIVE SOIL OR <br />�_ <br />COMPACTED STRUCTURAL FILL <br />REINF PER ARCH DETAILS — <br />THICKENED SUB 0 <br />SIZE & REINFORCING <br />OR PER GEOTECH REPORT <br />— <br />COMPETENT NATIVE SOIL OR <br />WALL PER PLAN <br />PER PWJ <br />COMPACTED STRUCTURAL DLL <br />OR PER GEOTECH REPORT 1'-0" <br />TYPICAL INTERIOR THICKENED <br />SLAB FOOTING AT BEARING / SHEAR WALL <br />SCALE: N.T.S. V SCALE: 18 = 1'-0° <br />—ADDITIONAL BLKG 0 STUD POST <br />OR HOLDOWN LOCATIONS <br />HEADER PER PLAN <br />DOUBLE TOP PLATE <br />4'-0" MIN SPLICE LAP <br />DOUBLE TOP PLATE <br />ALTERNATE: STRAP W/ <br />T/PLATE <br />SPLICE WALL SHEATHING <br />1 <br />' <br />(WI ROWS 76B NAILS STAGGERED <br />LE <br />RIM BOARD WHEN FEASIBLE <br />SINKERS, <br />(30) i6E SINKERS, /2 E4 END, <br />(WITHIN AREA OF SPLICE 0 6"OC) <br />CENTERED, EA TOP & BOTT R BREAK <br />(NOT REQUIRED 0 ALTERNATE) <br />STUDS 0 16"OC, TYR <br />1 <br />DOUBLE TOP PLATE <br />(2) 10D TOE NAILS <br />FIELD NAILING PER SHEAR WALL <br />�T/PLATE <br />SCHEDULE <br />— --- <br />NAIL KING STUD TO HER w/ <br />II <br />(4) 10D NAILS <br />IT hl <br />HOLDOWN PER PUN & HOLDOWN <br />SCHEDULE <br />BREAK LOWER PLATE 0 <br />T <br />STUD CENTERLINE <br />PER PLAN <br />II <br />BOTTOM PLATE <br />I <br />I <br />. <br />FLOOR JOISTS W/ PLATE & <br />BLOCK PER PLAN & DETAILS <br />STUDS & SPACING PER PLAN <br />2x KING/TRIM STUDS w/(2) 10D <br />NAILS (STITCHED NAILING) 0 12" OC <br />e <br />p <br />HF12 PT PLATE (2) 2x <br />q <br />7 <br />OR 3x AS REQUIRED <br />FOUNDATION STEM WALL <br />AT STRUCTURAL LUMBER HEADER, <br />A „�,,......,. <br />ADD 2x TRIM STUDS PER PLAN <br />�—FOOTING ®PERIMETER FLOOR JOISTS NOT SHOWN FOR CLARITY. <br />TYPICAL SHEAR WALL ELEVATION TYPICAL PLATE SPLICE DETAIL <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />NOTE: <br />FLOOR/ROOF FRAMING NOT SHOWN FOR CLARITY. <br />TYPICAL HEADER CONNECTION <br />SCALE: N.T.S. <br />WALL FRAMING PER PLAN, <br />SHEAR WALL WHERE OCCURS <br />P.T. SILL R W/ ANCHOR BOLTS <br />PER SCHEDULE OR NOTES <br />yIIdI•.I.110N[e <br />SIDEWALK OR GRADE <br />ELEVATION PER PLAN <br />TYPICAL THICKENED SLAB EDGE FOOTING <br />SCALE:'/4 = 1'-0" <br />U <br />I -a <br />J <br />O <br />jm <br />4 <br />ado <br />z <br />d <br />c <br />V <br />12/16/2020 <br />LLI <br />CD <br />Q <br />W <br />Q/E'� <br />z3 <br />V <br />oe <br />Q/ <br />CT <br />w <br />V <br />z <br />0 <br />a <br />m <br />0 <br />w <br />0 <br />a <br />0 <br />w <br />w <br />Drawn By: PK <br />Checked By: SC <br />Date: 12-16-2020 <br />CK JOB NO. <br />20-044 <br />JI RUI IUI L <br />DETAILS <br />S-200 <br />