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ADJUSTSTUDFRAMING AS REOUIRED <br /> (2)2x STUD-NAIL SHEATHING (2)2x STUD-NAILS EATHING <br /> u <br /> TOP REINF.PER -7 <br /> TO EACH MEMBER w/HALF OF TO EACH MEMBER w/HALF OF <br /> PLAN SHEATHING NAILS SHEATHING NAILS <br /> W <br /> CONT.TOP PLATE PER 181SOfi l7 � <br /> - 1 I STRAP HOLD DOWN PER PLAN STRAP HOLD DOWN PER PLAN 0 v = <br /> APPLIED OVER SHEATHING APPLIED OVER SHEATHING - E <br /> --MUDSILL PER PLAN <br /> ANCHOR BOLTS PER 1/506 ANCHOR BOLTS PER i1S08 V O G j of 11 STEM WALL PER STEM WALL PER Q 1 r- i II d' <br /> Ii li In inl p i°I 'NO NAILS FOUNDATION PLAN FOUNDATION PLAN Q, J <br /> 1 r 1 w}1 BOLESM 2 =2 <br /> PANEL EDGE H <br /> NAILING <br /> �7F4 x / <br /> 24 24 <br /> @ VENT OPENING 2x RIM BOARD 2-6` 1 <br /> PER PLAN PANEL EDGE <br /> LOCATE VENTS BETWEEN NAILING <br /> JOISTS&1'-0"MIN.FROM .'ADD'L VERT.REINF. y /) ! - <br /> HOLDOWNS B POINT LOADS d <br /> FULL HEIGHT <br /> ,- (HALF EA.STUD) iy2' 1y2' C, <br /> __. 4 ve ee.• <br /> - `-HEADER PER PLAN <br /> FOOTINGS Al STEM. (EXTEND TO CORNER) <br /> WALLS PER PLAN <br /> 20 19 7 W mQa <br /> PER PLAN - 1 I 16 <br /> ((2)2x MIN.) (2)2z M+ •'. <br /> ADD <br /> 3'-0"MIN. D u (2)2x STUD-NAIL SHEATHING w <br /> HOLD DOWN PER PLAN TO EACH MEMBER w/HALF OF <br /> (APPLY OVER SHEATHING) . . W <br /> u SHEATHING NAILS <br /> = Zy T. <br /> PER PLAN STRAP HOLD DOWN PER PLAN <br /> ANCHOR BOLTS PER 1ISO6 •• •• APPLIED OVER SHEATHING • p <br /> POST PER PLAN -- ----� :: :: 21,STUD WALL PER PLAN <br /> P.T.2X6 MUDSILL UNO (2)2x6 PT MUDSILL _ SOLID BLOCKING u'.ua�E' <br /> 4391.ti <br /> POST BASE PER PLAN W/ o e . . •• - - <br /> SLAB-ON-GRADE >' o o SLAB-ON-GRADE] <br /> PER PLAN ALL-THREAD ISZZE PER MFR)AND I 1 PER PLAN WASHERS PER 11S06 AND 2Yx" 12" <br /> f ?y:'SIMPSON SET EPDXY EMBED 8"STEMWALL LINO x4 @ 16"oc, SiMPSON SET EPDXY EMBED <br /> (NO SPECIAL INSPECTION REQ'D) 0 HORIZ (NO SPECIAL INSPECTION RECI D) <br /> =ADD'L <br /> ORMAL FOOTINGREINFORCING 1Y"TYP.BARS TO 14 @ 16'oc,VERT ISTEM <br /> 7 O <br /> MATCH NORMAL FOOTING PER VS07 (HOOKAROUND 7Z REINFORCING FTO.REINF.) rf/6ify2 /-STEM WALL PER <br /> FOUNDATION PLANST NI W LL ANO FUOTIIJG3\ INE OF EXCAVATION WALL AND FOOJ'ING ----- <br /> PER I:,7 PER 1/SO7 7 <br /> ANCHOR BOLTS PER 1/SO6 Z W <br /> STEP IN FOOTING —I O W <br /> 15 14 13 12 11 z <br /> bo <br /> -- - Q <br /> bq <br /> SHEATHING PER 1IS06 z <br /> SHEATHING PER 1ISO6 W <br /> DIAPHRAGM BOUNDARY NAILING NAILING DIAPHRAGM BOUNDARY <br /> PROVIDE SQUASH BLK'G 2.STUD WALL PER PLAN <br /> 2x STUD WALL PER PLAN UNDER POSTS AND BUILT UP PROVIDE SQUASH BLK'G <br /> PT 2x8 MUDSILL RIPPED TO STUDS ABOVE(MATCH 512E UNDER POSTS AND BUILT UP 120 @ 6"oc <br /> MATCH STEMWALL WIDTH W/ <br /> A.B.'S AND PLATE WASHERS ABOVE) <br /> PER 1/S06 FACENAIL PER 1/SO6 STUDS)ABOVE(MATCH SIZE <br /> ABOVE <br /> SHEATHING SHEAR WALL EDGE NAILING <br /> MUUSILL I,-i::li: SHEATHING PER PLAN NAILS @, <br /> SHEATHING PER PLAN <br /> SPLICE SHEATHING <br /> LLJ <br /> PANEL EDGE NAILING <br /> W <br /> JOISTS f•ER 1-114 JOISTS PER PLAN JOISTS PER PLAN li ' SHEAR WALL EDGE NAIUNG ILL <br /> FILL 1 JOISTS PER PLAN O <br /> J <br /> 2x BLOCKING 48"oc --...- <br /> JB210A HANGERS @ <br /> l 'DIF .��� <br /> (NOT EQUILANCE FILL <br /> STEM WALL 8 FOOTING UNBALANCED FILL<1'_0") 2x RIM BOARD � <br /> (2)LAYERS BUILDING PAPER PER 1/S07 <br /> BETWEEN JOISTS&STEM WALL UNBALANCED STEM WALL AND FOOTING W Z <br /> FILL PER VS07 O <br /> __-. 0 f- <br /> SEE tllS07 SEE 6/S07 U <br /> FUR CALL-GUTS FOR CALL-OUTS <br /> 10 N COMMOIJ - I 9 8 N COMMON 7 G m <br /> 2x BLOUI(ING'Q'AL I J0,1 BEARING WALL 2x6 P.T.PLATE W! 5 <br /> SPACES(EA.SPACE.WHEII. (WHERE OCCURS) MUDSILL ANCHORS <br /> BEARING WALL ABV.OCR,'i PER 1/SO6 <br /> ---- -_, �2x STUD WALL PER PLAN <br /> I1 SHEATHING PER 1ISO6 2x6 P.T.PLATE Al MUDSILL ANCHOR <br /> w/A.B.'s AND PLATE <br /> WA HERS PER lIS06 <br /> BEAM PER PLAI`1 --p UNBALANCED <br /> PLAN SIZE REINFORREINFORCINGDETAIL MUDSILL PER 1/SU7 PANEL EDGE NAILING ( FILL m <br /> CALLOUT REFERENCE POST PER PLAN i TOP 1x4 x 12"FA SICL LOCATE W TOP <br /> 12"OF STEMWALL) 1 <br /> wl 14)12U EA SLAB-ON-GRADE <br /> ----- - --- (2)LAYERS BLDG PAPER BTWN SLAB-ON-GRADE w <br /> MEMBER PER ARCH'L <br /> 18 18'sq x 12 thick NO REINF - POST AND CONC. DRIVEWAY PER Al PER PLAN LL1 I #4 @ 36"oc,VERT.HOOKED BAR c- <br /> (2)#4 EA WAY MABIS POST TCI� li.,,. p4 24"oc,HORIZ. - <br /> 24 24"sq x 12 thick _ - @ WW <br /> BOTTOM U.O N ON PLAN(hl l l F <br /> —._ ---. CLIP EA SIDE W/ 1 t I,, Qo <br /> Jfi 38"sq x 12'tY11ck BOTTOM ----_--_ MIN COIJC.NAILS TO F 30 30"s x 12'thick fro EA WAY - - <br /> 4 <br /> FOOTING - (1)p4,BOTTOM 'r <br /> O 'thick (4)84 EA.WAY _ PER PLAN -i <br /> BOTTOM REINF.PER PLAN COMPACT STRUCTURAL > <br /> FILL W <br /> BOTTOM <br /> 42 4'L"sq x 12"thick (5)44 EA WA REINF.PER 11S07 <br /> - <br /> - STEM WALL AND FOOTING <br /> L-jfj�: 1'_3" PER 1/S07 4y" 6" 4y2'TVP. <br /> �nLffr III <br /> tq 3- <br /> S07 <br /> 5 �, 4 3 2 1 <br />