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ANCHOR BOLTS PER 1/SO6 APPLIED OVER SHEATHING i <br /> '•; 2x STUD WALL PER PLAN <br /> 6 <br /> DIAGONIL P.T.2z6 MUDSILL UNO SOLID BLOCKING <br /> (2)2x6 PT MUDSILL + L <br /> POST BASE PER PLAN W! �l <br /> o BLAB-ON-GRADE WASHERS <br /> PER <br /> I/W/PLATE <br /> SLAB-UN-GRADE WASHERS PER PDX AND E 12" <br /> PER PLAN I ALL-THREAD(SIZE PER Y EMBED <br /> AND v v PER PLAN SIMPSON SET EPDXY EMBED <br /> (z"SIMPSONSPECIAL <br /> SET EPDXY EMBED RI "^^ _ <br /> / (NO SPECIAL INSPECTION REO'D) �._- .__ 'I__. 8"STEMWALL LINO � Q ORIZ 6"oc' (NO SPECIAL INSPECTION REQ'D) <br /> __ <br /> u ORMAL FOOTING <br /> e '� <br /> / REINFORCING ILL z <br /> HOOK"a <br /> ADD'L BARS TO Y4 o 16'R VERT II f O <br /> --- PER VS07 ( ROUND I_ ITI:I' / , <br /> ---- REINFORCING FTG.REINF.) r 1�„ <br /> MATCH NORMAL FOOTING <br /> " LSTEM WALL PER Q <br /> REINF \ C� FOUNbq DATION <br /> `-STEM WALL AND FOOTING --IINE OF EXCAVATION STEM WALL AND FOOTING <br /> \ PER 1iS07 PER i/S07 ANCHOR BOLTS PER 1/SO6 IZ W <br /> STEP IN FOOTING <br /> 15 14 13 12 1 11 U m <br /> SHEATHING PER VS- D <br /> SHEATHING PER 1/606 DIAPHRAGM BOUNDARY <br /> 2x STUD WALL PER PLAN <br /> DIAPHRAGM BOUNDARY NAILING PROVIDE SQUASH BLK'G NAILING <br /> 2x STUD WALL PER PLAN UNDER POSTS AND BUILT UP PROVIDE SQUASH BLK'G <br /> PT 2x8 MUDSILL RIPPED TO STUDS ABOVE(MATCH SIZE UNDER POSTS AND BUILT UP 12A f�6 oc <br /> MATCH STEM WALL WIDTH W/ ABOVE) STUDS ABOVE(MATCH SIZE - <br /> A.B.'SAND PLATE WASHERS FACENAIL PER 1/S06 A80VE) <br /> PER 1/S06 <br /> SHEATHING SHEAR WALL EDGE NAILING <br /> PAUOSILI-('Ef--;I;sni- SHEATHING PER PLAN <br /> NAILS 4"oc SHEATHING PER PI-AN <br /> —= -- -- - SPLICE SHEATHING lij <br /> PANEL EDGE NAILINGJ / 11 �: <br /> w <br /> Lu <br /> JOISTS PER PLAN L it SHEAR WALL EDGE NAILING U) LL <br /> I <br /> IOISI S PL=P F''Lr:N JOISTS PER PLAN UNBALANCED FILL JOISTS PER PLAN / Jli O <br /> HANGERS <br /> 2u BLOCKING(Q 48"oc -- <br /> J6210A rl < I--' <br /> (NOT REQUIRED IF 2x RIM BOARD <br /> STEM WALL&FOOTING UNBALANCED FILL<V-0") U <br /> (2)LAVERS BUILDING PAPER PER 1/S07 \ <br /> BETWEEN JOISTS&STEM WALL UN&GLANCED `STEM WALL AND FOOTING uj <br /> Z <br /> FILL PER IIS07 0 <br /> F- <br /> SLE 10, - SEE 6/S07 U <br /> I FOP All')IIT, FOR CALL-0UTS Q <br /> I <br /> 1 0 IN U[I ION 9 8 IN COMMON 7 6 <br /> 2,BLC CKN 'ALT IUIS -- 2,6 P.T.PLATE O -=j <br /> SPACE..(E!. PAC'_WHEF'F BEARINGWALL MUDSILL ANCHORS <br /> (INHERE OCCURS) PER 1/S06 <br /> BEARINt W LL ABV C,R.i <br /> ALT.MUDSILL ANCHOR <br /> 2z STUD WALL PER PLAN SHEATHING PER 1I106 <br /> 2x6 P.T.PLATE C <br /> w/A.B:s AND PLATE k <br /> WASHERS PER IIS06 <br /> 4'-0"MAX m <br /> BEAM PER;LAN--- MUDSILL PER 1/S07 411-1- <br /> (3) 114,TOP(LOCATE IN TOPPLAN REINFORCING OETAIL POST PER PLANPANELEDGENAILING UNBALANCED FILLCALLOUT REFERENCE tx9 x E .iIUL12"OF STEMWALL) <br /> SLAB-ON-GRADE_. M(41 t ^�. (2)LAYERS BLDG PAPER BTWN PER PLN-GRADE thick MEMBCI" POST AND CONE. PER ARCH'L DRIVEWAY PER ARCH'L #4 @ 36"oc,VERT HOOKED BAR <br /> 18".sq x 12" NO REINF PER PLAN2424"sqx 12'Nick 12)#4 EA.WAVMACH P '1 TO FOf)firJi, J #q®24"oc.HORl2BOTTOM U.O.N ON PLAN(ALT'A3.-x I th-k #4 EA.WAY 6FOOTING x 30 30's ()BOTTOM ^p #4 EA.WAY MIN. ON NAILS)I F I r, ER PLAN �CLIP CA.SIDE W/U.1; O <br /> q c � )I _-- (i)#4,BOTTOM <br /> 36 36"s x 12'iMck COMPACT STRUCTURAL j W_ <br /> BOTTOM REINF PER PlPN- "I FILL _ <br /> 42 42'sp x 12"lh,cl (5)#4 EA.WAY REINF.PER 1/S07 <br /> BOTTOM STEM WALL AND FOOTING <br /> 4Y2� 6' 4y2'TVP. <br /> PER 1/60i <br /> S07 <br /> 5 4 3 2 1 <br /> I <br /> I <br />