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94 REBAR WITHIN <br />TOP 6" OF WALL <br />HORIZONTALS <br />H VERTICALS <br />(2) #4 CONT. <br />HORIZONTALS IN FTG. <br />HEIGHT'H' IN <br />VERTICAL <br />HORIZONTAL <br />FEET <br />REINFORCING <br />REINFORCING <br />. NONE IF <br />MONOLITHIC <br />OTY. (1) #4 <br />0'- 2 <br />. #4 @ 4' O.C. & <br />WITHIN 6" OF <br />18" ABOVE FTG <br />TOP OF WALL <br />2'- 4' <br />#4 @ 24" O.C. <br />#4 @ 24" O.C. <br />(D 4'-6' <br />#4@12„O.C. <br />#4@121,0C. <br />1D FOOTING FOR 4'- 6' FOUNDATION TO BE 24" <br />WIDE X 8" THICK AND STEM WALL TO BE 8" WIDE. <br />FOUNDATION REINFORCING <br />SCALE: 3/4" = V - 0" <br />ANCHOR BOLTS <br />1. 05/8"X10" LONG <br />2. MIN. 2 PER SILL. <br />1-3/4" 3. WITHIN 12" FROM SILL END. <br />MIN. <br />REQUIRED AT <br />ALL LOCATIONS <br />SHEATHING AND 5FEAR <br />WALL EDGE NAILING PER <br />5HEAR WALL 5GHIM ULE, <br />TYP. (WI -ERE OCOUR5) — <br />RIM J015T OR <br />BLKG. AS OC .R5 <br />TYPICAL POST AT FLOOR <br />NOTE <br />FRAMING CONDITIONS VARY, <br />FOR INFORMATION NOT <br />NOTED SEE PLAN 4 <br />APPROPRIATE DETAILS <br />SOLID W000 BLKG, BELOW <br />P05T TO MATCH P05T SIZE, <br />INSTALL WOOD GRAIN <br />VERTICALLY <br />(2) IOd-F TOENAILS TOP <br />AND BOTTOM <br />FLOOR FRAMING A5 OCaIR5, <br />BLOCK REMAINDER OF BEARING <br />SOLID AS INDICATED, <br />POST PER PLAN <br />" OSB 2X6 STUD WALL <br />RIM JOIST / FLOOR JOIST PER PLAN 18" <br />/CLEAR JOIST TO EARTH 12" <br />CLEAR BEAM TO EARTH <br />#4 CONT. AT TOP <br />OF STEM WALL <br />4" DIA. TIGHT LINE <br />4" DIA. PERF DRAIN <br />PIPE SET IN GRAVEL <br />ANCHOR BOLTS TO SILL PLATE <br />FLOOR ,,:i _- PER PLAN, r-BLOCKING REQ'D <br />4X10 OF BEAM <br />2X4 POST TO BEAM <br />#4 REBAR OR OTHER <br />W/ 16D @ 4" O.C. <br />POSITIVE CONNECTION g <br />4X4 PT POST4X6 <br />(3) #4 REBAR <br />@ BEAM SPLICE <br />EACH WAY <br />6 MIL VISQUEEN . <br />—24" SQ. <br />C POST AND BEAM <br />SCALE: 3/4" = 1' - 0" <br />�OR <br />FLOOR JOIST PER PLAN -I /-BLOCKING REQ'D <br />BC6 POST <br />6X6 PT <br />5HEAR UJ4LL SCHEDULE NCTES <br />I. SHEAR WALLS NOTED IN SCHEDULE ARE WALLS WITH ADDITIONAL EDGE NAILING, <br />ABUTTING HORIZONTAL AND VERTICAL EDGE FRAMING, AND ANCHOR BOLT SPACING. <br />FIELD NAIL SIZE SHALL MATCH THE EDGE FRAMING SPECIFIED AND BE SPACED AT 12' <br />O.G. SHEAR NAILING APPLIES TO ALL VERTICAL AND HORIZONTAL ABUTTING SHTG. <br />EDGES, DOUBLE TOP PLATES, AND SOLE PLATES. <br />2. ALL EXTERIOR WALLS NOT SPECIFIED IN SHEAR WALL SCHEDULE, SHALL BE DESIGNATED <br />AS MINIMUM SHEAR PANELS WITH EDGE NAIL SIZE MATCHING SPECIFIED NAILS IN <br />SCHEDULE AND SPACED AT 6' O.C. FIELD NAIL SPACING SHALL BE 12' O.C. <br />3. SHEATHING SHALL BE 7/16' OSB UNLESS SPECIFIED 15/32' STRUCTURAL 01 IN SCHEDULE. <br />4. EXTERIOR SHEAR WALL FRAMING SHALL BE 2X6 HEM FIR 02 UNLESS NOTED 'DF' (DOUG <br />FIR) IN SCHEDULE. FRAMING SHALL BE SPACED AT 16' O.C. <br />5. INTERIOR SHEAR WALL FRAMING SHALL BE 2X4 (OR 2X(o PER SCHEDULE) HEM FIR 02 <br />SPACED AT 16' O.C. <br />Fi. EDGE FRAMING OR END OF SHEAR WALLS SHALL BE FRAMED WITH: (2) MINIMUM 2X6 (2X(b <br />WALLS), (2) 2X4 (2X4 WALLS), OR SOLID SAWN POSTS AS NOTED IN THE SCHEDULE. <br />1. BLOCK ALL UNSUPPORTED HORIZONTAL SHEATHING EDGES WITH 2X6 OR 3X6 AS NOTED <br />IN SCHEDULE. ALL VERTICAL ABUTTING SHEATHING EDGES SHALL BE 2X6 FOR EXTERIOR <br />WALLS OR 2X4 FOR INTERIOR WALLS OR AS NOTED IN SCHEDULE. <br />5. SOLE PLATE SHALL BE 2X6 FOR EXTERIOR WALLS. SOLE PLATE SHALL BE 2X4 OR 2X6 <br />FOR INTERIOR WALLS. SOLE PLATE NAILING SHALL BE 16d SPACED 12' O.0 (MAX. OR <br />LESS AS SPECIFIED IN SCHEDULE) <br />6" IN. \ -2X6 P.T. MUD SILL <br />g DIA. X 10 ANCHOR BOLTS @ 48" <br />O.C. 7" MIN. EMBEDMENT INTO CONC. <br />VERTICAL BARS SEE REBAR TABLE <br />12 <br />ORIZONTAL BARS SEE REBAR TABLE <br />fi <br />(2) #4 CONT. REBAR <br />16" <br />B FOUNDATION DETAIL <br />SCALE: 3/4" = 1' - 0" <br />PT BEAM <br />SIMPSON ABU66 <br />POST BASE <br />(2) 14 BARS <br />EACH WAY <br />s �\ <br />E SONO-TUBE DETAIL <br />SCALE: 3/4" = 1'- 0" <br />010 DF BEAMS <br />2X4 POST TO BEAM---'#4 REBAR OR OTHER <br />W/ 16D @ 4" O.C. POSITIVE CONNECTION 2 <br />4X6 PT POST @ 6' (2) #4 CONT. REBAR m <br />O.C. MAX <br />6 MIL VISQUEENA N <br />16" CONT. <br />GRADE BEAM W/ <br />POST AND BEAM <br />OPTIONAL <br />DECORATIVE BEVEL <br />y-- X6 PT POST <br />SIMPSON CBSQ66-SDS2 <br />12" SONO-TUBE <br />SQUARE OR ROUND <br />Li <br />(4) #4 VERTICAL <br />0 <br />w LU a HOOKS <br />ED <br />Z � <br />m <br />10" <br />a <br />(4) #4 REBAR <br />, _PER PLAN EACH WAY <br />D SONO-TUBE DETAIL <br />SCALE: 3/4" = V - 0" <br />(2) HOLD DOWN OPTIONS: <br />IT IS ACCEPTABLE TO USE EITHER HDU <br />OR STHD14 HOLD DOWN AT CONCRETE <br />SLAB LOCATIONS. <br />3" MIN WOOD <br />- _-- - <br />THICKNESS <br />O <br />FASTEN TO POST WITH <br />—FASTEN TO POST WITH <br />m <br />m <br />1/4"X2-1/2" SDS SCREWS <br />(22) 16d SINKERS <br />3" MIN WOOD THICKNESS <br />STRAP TO BE INSTALLED ON <br />OUTSIDE OF SHEATHING <br />(NOT SHOWN FOR CLARITY) <br />P.T. SILL PLATE <br />-2X6 PT SILL <br />-SIMPSON SSTB OR <br />. - <br />D <br />ROD PER DETAIL <br />o�. <br />FOUNDATION <br />St <br />REINFORCING <br />" <br />PER PLAN <br />I I <br />I I <br />• <br />fT�i1 D <br />bt/ <br />TN�W HOLD DOWN DETAIL N THOU H9LQ_D9WN DETAIL <br />sCALE:"T S CONCRETE SLAB SCALE: N.T.S. C NCRETE SLAB <br />STUD <br />DEPTH <br />V_VA Fv, Ra1 <br />MIN. DEPTH <br />MIN. 5/8" <br />EDGE <br />P15T (TYP) <br />Q7 <br />I <br />STUD DEPTH <br />MAX. DIAMETER <br />OF HOLES <br />HOLES ARE TO BE <br />5PAGED AT LEAST <br />A STUD DEPTH <br />�I <br />FROM A CUT OR <br />NOTCH <br />In <br />�D <br />I <br />1 <br />± <br />HOLES ARE TO BE <br />SPACED AT LEAST <br />TWICE THE <br />DIAMETER OF THE <br />LARGEST HOLE <br />A. CUTTING AND NOTCHING WOOD 5TUD5 <br />(DO NOT NOTCH MORE THAN 3 ADJACENT 5705 w/o REVIEW BY ENGINEER) <br />BEARING AALL 5=5: <br />STUD MAX. DEPTH OF <br />MIN. DEPTH REMAINING <br />51ZE SAW CUT OR NOTCH <br />AFTER CUi OR NOTCH <br />2X4 7/6' <br />2-3/6' <br />2xb 1-3/8' <br />4-1/8' <br />2x8 1-1/8' <br />5-3/8' <br />NON -BEARING WALL STUDS: <br />STUD MAX. DEPTH OF <br />MIN. DEPTH REMAININ6 <br />517E SAN CUT OR NOTCH <br />AFTER CUT OR NOTCH <br />2x4 1-1/2' <br />2' <br />2xb 2-3/8" <br />24 3' <br />4-I/4" <br />HOLES IN ROOD STUDS <br />BEARING WALL: <br />STUD MAX DIAMETER <br />SIZE OF HOLE <br />2x4 1-1/2' <br />2xb 2-3/8" <br />2x8 3" <br />NON-BEARINS WALL: <br />STUD MAX DIAMETER <br />51ZE OF HOL. <br />2x4 2-1/4" <br />1 <br />NOTES: cU (U <br />ALL LOAD BEARING HEADERS TO BE 4X10 DF <br />G1 0, 01 <br />OR 6X8 #2 UNLESS NOTED OTHERWISE- I I <br />ADDITIONAL JOIST REQUIRED UNDER ALL INTERIOR WALLS <br />» <br />Q <br />� <br />_J <br />C3 <br />Q <br />W <br />__ <br />Q <br />W <br />Q <br />ca <br />Z <br />Z <br />Z <br />W <br />LJ <br />� <br />� <br />3 <br />Y <br />u <br />Y <br />u <br />O_ <br />W <br />F- <br />C4 <br />Q <br />LW <br />Li <br />4x10 D.F. #2 <br /><L <br />ra <br />Ca <br />u <br />u <br />ED <br />f e 1 r� <br />---- — -- <br />3 5' <br />12' - 3 1 / 2` PT 2X6 D.F #2 <br />� 5 DECK m <br />B I2'-8" X 8'-0" HDU80R� <br />HDUB OR 52 STHD14 I <br />STH014 S W 4 sasonH _ 1 — — mm.- — — — (U <br />--------------------- <br />I I <br />I I I <br />I <br />I 1 I I <br />t`i1 I I SW4 Ed Hell. 2S3' D.C.Puly t_g ,dg_1 12, .c u11 I 1 <br />hold I.— — required. <br />I <br />S2 I w <br />v.II _ —2 -------- <br />- - - - - - - - -------------------- - - - <br />I I 912" TJI 210 JOISTS4�1 <br />or 2x8 or 2X10 D.F 1 <br />1 #2@16"O.C. B 1W4 <br />1 c s2 I I <br />S2 1 <br />---- lit- --- <br />I— — --- — — — — — — — — — — — — — — 1 <br />I I <br />I B I <br />52 <br />— — — — — — — — — — — — <br />I Fr. <br />1 I 1 HDUB OR <br />I B I <br />s2 1Cw4 <br />— — — — — — — — — — <br />SW4 <br />HDUB ORj <br />STHD14 <br />13'-9 i/2 <br />V <br />PT 2X6 D.F #2 <br />4x10 D.F. #2- <br />W/HUC0410� <br />E 4x4 PT POST <br />CONTINUOUS ROM <br />FOOTING TO ROOF E <br />,----����\ I I <br />`30"X30" CONC. <br />FOOTING W/ (4) #4 <br />BARS EACH WAY <br />.2xb3-3/8' 24 4-1/2'FOUNDATION AND MAIN FLOOR FRAMING PLAN <br />TYPICAL ALLOAABLE HOLES AND NOTCHES IN STUDS G( SCALE: 1 /4" = 1' - 0" <br />IOd FACE NAILS Ir/ THE <br />THICKNESS <br />SAME 5PACIN6 AS THE <br />FAST EN TO POST <br />(22)16E SINKERS <br />PANEL EDGE NAILING <br />PER THE SHEAR AALL <br />STRAP TO BE INSTALLED ON <br />OUTSIDE OF SHEATHING <br />5GHEDULE (SE NOTE I <br />(NOT SHOWN FOR CLARITY) <br />AT NON -SHEAR AALL5) <br />2X6 BOTTOM PLATE <br />SHEATHING AND c AR <br />3W CD OR OSB <br />KALL EDGE NAILING PER <br />RIM JOIST PER PLAN <br />SHEAR WALL 50HEDULE <br />(WHERE OCCURS) <br />• <br />2X6 P T. 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