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AD JUST STUD FRAMING -i <br /> / AS REQUIRED l (2)2x STUD-NAIL SHEATHING 7(2)2x STUD-NAIL SHEATHING <br /> t �y� ---- -- TO EACH MEMBER w/HALF OF TO EACH MEMBER W HALF OF ~ <br /> ---- - - - \ TOP REINF.PER SHEATHING NAILS SHEATHING NAILS ! <br /> Lq ` <br /> LIJ <br /> CONT.TOP PLATE PER 18/SO6 l9 C' <br /> I STRAP HOLD DOWN PER PLAN STRAP HOLD DOWN PER PLAN � T <br /> p APPLIED OVER SHEATHING APPLIED OVER SHEATHIN <br /> ' 1 �-MUDSILL PER PLAN CT �e u <br /> I ANCHOR BOLTS PER 11SOB ANCHOR BOLTS PER 1/S08 _ " <br /> a - v - - <br /> v 1 a- 1STEM WALL PER STEM WALL PER <br /> V w ' <br /> a ` i I1 a BTOM 2 FOUNDATION PLAN I FOUNDATION PLAN Q w <br /> a <br /> PANEL EDGE <br /> HOT <br /> , <br /> NAILING � <br /> i fG <br /> 24 24 I - - <br /> `fi4x � d It'll. <br /> ®VENT OPENING %Rltvt BOARD a2'- Fl <br /> 6" Q ii°i - <br /> I PER PLAN PANEL EDGE <br /> LOCATE VENTS BETWEEIv -� NAILING I - <br /> JOISTS 8 T-0"MIN.FROM ADD L VERT.REINF. / <br /> HOLDOWNS8POINT LOAL.. / p 4 (HALF <br /> FULLHE-ST V <br /> r <br /> Ii - a- , (HALF FA STUD) 7Y2 1Yz' P. <br /> O p <br /> d <br /> HEADER PER PLAN jcj 1 Yv�...aJ g i <br /> `^- <br /> FOOTINGSANDSI'EN1- (EXTEND TO CORNER) <br /> WALLS PER PLAN s <br /> 20 19 PER PLAN <br /> -- ----------_ -------. (12)2x MIN.) (2)2x 17 16 <br /> ADD"STUD EATHING <br /> HOLD DOWN PER PLAN W TO EACH MEMBER H HALF OF -- <br /> (APPLY OVER SHEATHING) o- SHEATHING NAILS <br /> jj J� <br /> STRAP HOLD DOWN PER PLAN ( �p1T sN <br /> �A - ANCHOR BOLTS PER 1/S06 PER PLAN <br /> 1•.,,R APPLIED OVER SHEATHING PER PLAN ----� :: :: 2x STUD WALL PER PLAN - _a <br /> P.T.Zx6 MUDSILL LINO SOLID BLOCKING c' - uaL 6"' 4} <br /> (2)24 PT MUDSILL r -' <br /> L1�uau.Y1q� <br /> SL b-LN-GRADE- F '' >/ •�. . . u SLAB-ON-GRADE x'/n`0 ALL-THREAD W/PLATE <br /> rER PLAN L TIFF is tI f Al-h,-^D I PER PLAN WASHERS PER I/SOIi AND3k" �� I 12• <br /> F ,Y EMBED _ L 1 #4 @ 16"oc, SIMPSON SET EPDXY EMBED <br /> ,, N 1+FF.;,1. :,.]I•'hF J L!j 8'STEMWALL LINO D O HORIZ (NO SPECIAL INSPECTION REO'D) _ " //��/''�`�� <br /> W <br /> ORMAL FOOTING <br /> REINFORCING y, <br /> ADD'L BARS TO #4 @ 16"oc,VERT f O <br /> -- - - �� MATCH NORMAL FOOTING PER 1/S07 (HOOK AROUND ZITEM <br /> zREINFORCING - FTG.REINF.) - �- „-.; WALL PER (<— <br /> 1 EOF EXCAVATION STEM WALL AND FOOTING FOUNDATION PLAN ��� <br /> PER 1/961 ANCHOR BOLTS PER 1/S06 Z w - <br /> �'. STEP IN FOOTWIG ----�_---- —� <br /> 14 1 12 11 w//��//�� <br /> SHEATHING PER 1/506- <br /> SHEATHING PER 1/SO6 w <br /> DIAPHRAGM BOUNDARY NAILING DIAPHRAGM BOUNDARY 2.STUD WALL PER PLAN <br /> PROVIDE P STS SH U L NAILING J <br /> 2x STUD WALL PER PLAN UNDER POSTS>ND BUILT UP PROVIDE SQUASH BLK'G PT 2x6 MUDSILL RIPPED H STUDS ABOVE,MATCH SIZE 12d @ 6"oc <br /> MATCH STEMWALL WIDTH W/ ABOVE) UNDER POSTS AND BUILT UP <br /> A.B.'S AND PLATE WASHERS FACENAIL PER 1/S06 STUDS ABOVE(MATCH SIZE PER 11SOB ABOVE) <br /> SHEATHING SHEAR WALL EDGE NAILING <br /> SHEATHING PER PLAN NAILS @ 4"oc SHEATHING PER PLAN <br /> 4 <br /> !I 1 SPLICE SHEATHING <br /> i TI <br /> L PANEL EDGE NAILING ? W <br /> >UI <br /> _. JOISTS PER PLAN-� SHEAR WALL EDGE NAIUNG LL- <br /> -_. JOISTS PER PLAN 1i -1 <br /> UNBALANCED FILL JOISTS PER PLAN Q <br /> J8210A MANGERS 2x BLOCKING @ 48 oc I } <br /> � (NOT REQUIRED IF -� <br /> STEM WALL 8 FOOTING UNBALANCED FILL<V-0") 2x RIM BOARD L 1 <br /> U <br /> (2)LAYERS BUILDING PAPER PER 1/S07 \\ <br /> BETWEEN JOISTS 8 STEM WALL - UNBALANCED `STEM WALL AND FOO RING w Z , <br /> FILL PER VS07 <br /> U <br /> 0 <br /> R CA- 9 O F�N COMMONS 7 6 co <br /> BEARING WALL <br /> 2,6 P.T.PLATE WI <br /> 5PA(C 1f ^Po1 •ni1C '(WHERE OCCURS) MU05ILLANCHOR9� I <br /> BEAR IN ,, :1, PER IIS06 <br /> ALT.MUDSILL ANCHOR <br /> 7.x STUD WALL PER PLAN SHEATHING PER 1IS06 <br /> 2z6 P.T.PLATE <br /> /A.B.'.AND PLATE k <br /> - - --- WASHERS PER 1/SO6 <br /> MUDSILL PER VS07 UN MAX p1 <br /> PLAN BLn uII. I UNBALANCED <br /> Q PANEL EDGE NAILING N <br /> SIZE REINI '::,1 i_ POST PER PLAN 12"TOP(LOCATE IN TOP <br /> .�LLOITi t.., 1 - 12"OF STEMWALL) W <br /> (2)LAYERS BLDG PAPER BTWN SLAB-0N-GRADE SLAB-ON-GRADE FILL <br /> -� n.lE III PER ARCH'L R ARCH'L PER PLAN W #4 @ 36"oc,VERT.HOOKED BAR- <br /> �Jj t8"sq 12 th1cK NO' iLJr I POST AND CONIC. DRIVEWAY PER <br /> = <br /> (2)W AY24"sq 12 tF,ck <br /> #4 24"oc,HORIZ <br /> BOTTOM M _c <br /> G- Lsqz 12 thc (3) MII <br /> BOTTOM <br /> � <br /> C <br /> 1 <br /> It]I <br /> FOOTING (1)#4.BOTTOM _ <br /> c <br /> A WA'" <br /> 12 v PER PLAN COMPACT STRUCTURAL <br /> 'ihlck (4)#4O ! - IL <br /> J OT TOWI RI dr � FILL � " � <br /> 72; a_"sq x 12 Ul ck (5)#J EA vvA'� REINF.PER VS07 <br /> BOTTOM STEM WALLAND FOOTING <br /> PER IIS07 6", 4y'TYP. <br /> - 4y <br /> 3'3 S07 <br /> � 6 4 2 1 <br />