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ADJUST STUD FRAMING 8 <br /> AS REQUIRED <br /> 7(2)2x STUD-NAIL SHEATHING (2)2x STUD-NAIL SHEATHING ry <br /> TOP REINF.PER TO EACH MEMBER w!HALF OF TO EACH MEMBER w/HALf OF L11 <br /> PLAN SHEATHING NAILS SHEATHING NAILS V1 <br /> CONT.TOP PLATE PER 18/SO6 I W Z <br /> I t STRAP HOLD DOWN PER PLAN STRAP HOLD DOWN PER PLAN Q A = <br /> APPLIED OVER SHEATHING APPLIED OVER SHEATHING o lu Z <br /> MUDSILL PER PLAN O I I uW a <br /> rANCHOR BOLTS PER 11506 ANCHOR BOLTS PER 11506 V O w Ul <br /> l J I x <br /> -' O I STEM WALL PER STEM WALL PER Q < <br /> Q. III 1 1 'NO NAILS w <br /> FOUNDATION PLAN FOUNDATIONPLAN d w <br /> BOTTOM <br /> 2 �2 <br /> _ - 11.1 •i PANELEDGE HOLE <br /> I 00 <br /> O II <br /> L�.______ �� NAILING - <br /> _ _ m m <br /> 24 <br /> 24 <br /> @VENTIOPENINO /PERIPLANARD .a ' d ,I I�.,{ 11° NAILENO DGE �' <br /> LOCATE VENTS BETWEEN ,f B <br /> JOISTS&1S MIN.FROM <br /> ADD L VERT.REINF. / P <br /> ° FULL HEIGHT n (n 5 <br /> HOEDOWNS&POINT LOADS d do '� Y2 iy" <br /> �, 1 d (HALF EA.STUD) 1 .. <br /> d <br /> FOOTINGS AND STEM <br /> HEAD ER PER PLAN //' " <br /> (EXTEND TO CORNER) <br /> WALLS PER PLAN W ; <br /> 20 19 7 ' <br /> PER PLAN ° 1 I 16 <br /> ((2)2z MIN.) ° (2)2x -.... by <br /> ADD'L STUD a w F o <br /> D"MIN. D (2)2x ST EA TUD MEMBERSHEATHING <br /> �L HOLD DOWN PER PLAN a �S EA MHNG NAILS <br /> w/HALF OF <br /> (APPLY OVER SHEATHING) _ <br /> _ �-- <br /> —IT RAP HOLD DOWN PER PLAN 4koF ASHi ' <br /> PER PLAN N <br /> ANCHOR BOLTS PER 1/SO6 APPLIED OVER SHEATHING <br /> POST PER PLAN � 2x STUD WALL PER PLAN <br /> (1)#4 x 36"DIAGONAL <br /> - 1 SOLID BLOCKING ; \ <br /> P.T.2x6 MUDSILL LINO (2)2x6 PT MUDSILL -- <br /> CNAL YTS' <br /> SLAB-ON-GRADE POST BASE PER PLAN W/ -s° •a. SLAB-ON-GRADE %"0 ALL-THREAD W/PLATE <br /> PER PLAN ALL-THREAD(SIZE PER MFR)AND PER PLAN WASHERS PER 1/S06 AND 2x" 12- <br /> / 2Yz'SIMPSON SET EPDXY EMBED B"STEMWALL LINO 1 t #4 t6"oc, SIMPSON SET EPDXY EMBED 4x <br /> (NO SPECIAL INSPECTION REO'D) —_.__...— - 0 HORIZ (NO SPECIAL INSPECTION REQ'D) , <br /> ORMAL FOOTING , <br /> � 00 <br /> REINFORCING I I <br /> 1Y,"TYP. ' <br /> _I_I�,-Tf- <br /> ADD'L BARS TO 94 O 16"oc,VERT 11Q I/SIEM <br /> MATCH NORMAL FOOTING PER 1/507 (HOOK AROUND I6REINFORCING FTG.REINF) �NORMAL FOOTII:�� WALL PER REINFORCING \ FOUNDATION PLAN Q <br /> `� / <br /> STEM WALL AND FOOTING 41NE OF EXCAVATION STEM WALL AND FOOTING ---- <br /> PER 1/S07 PER 1/S07 7 Iuj <br /> ANCH LT OR BOLTS PER 1/SOB L <br /> 15 STEP IN FOOTING14 13 12 F 11 � w <br /> -- - - - <br /> G PR 1/S06 � a <br /> SHEATHING PER 11S06 SHEATHIN E <br /> DIAPHRAGM BOUNDARY 2x STUD WALL PER PLAN <br /> DIAPHRAGM BOUNDARY NAILING NAILING T <br /> PROVIDE SQUASH BLK'G y <br /> 2x STUD WALL PER PLAN UNDER POSTS AND BUILT UP PROVIDE SQUASH BLK'G <br /> PT 2z8 MUDSILL RIPPED TO STUDS ABOVE(MATCH SIZE UNDER POSTS AND BUILT UP 12tl 6"oc <br /> MATCH STEMWALL WIDTH W/ ABOVE) STUDS A-B.'S AND PLATE WASHERS FACENAIL PER 1/S06 ABOVE)ROVE(MATCH SIZE <br /> PER 1/SO6 <br /> MUDSILL PER 1/SOi -.\ SHEATHINGoc SHEAR WALL EDGE NAILING <br /> SHEATHING PER PLAN SHEATHING PER PLAN <br /> 4 <br /> — SPLICE SHEATHING w <br /> \ w <br /> �i PANEL EDGE NAILING <br /> JOISTS PER PLAN—/ JOISTS PER PLAN JOISTS PER PLAN �i JOISTS PER PLAN SHEAR WALL EDGE NAILING LL <br /> JB210A HANGERS UNBALANCED FILL:���J/ (NOTOCKU RED IF be ) J J O <br /> 2x RIM BOARD— <br /> STEM WALL d FOOTING UNBALANCED FILL<V-0" U <br /> (2)LAYERS BUILDING PAPER PER 11807 \ <br /> BETWEEN JOISTS&STEM WALL UNBALANCED `STEM WALL AND FOOTING W Z <br /> FILL I PER 1IS07 0 <br /> F_ <br /> SEE 6/SU7 SEE 6/S07 (� <br /> FOR CALL-OUTS FOR CALL-OUTS <br /> 1 O NCOMMON— 9 Q NCOMMON 7 G U) <br /> 2x BLOCKING @ AL'f.JOIST----— BEARING WALL 2x6 P.T.PLATE W/ <br /> SPACES(EA.SPACE WHEFI- (WHERE OCCURS PER VS MUDSILL ANCHORS <br /> 1 <br /> BEARING WALL ABV.,OGCIJ;::. ) PER 11506 <br /> ALT.MUDSILL ANCHOR <br /> 2x STUD WALL PER PLAN SHEATHING PER 1/506 <br /> 2x6 P.T.PLATE <br /> W A.S.'s AND PLATE k <br /> -- -- .. WASHERS PER VS06 _ <br /> _____ _ MUDSILL PER 1/S07 4 MAX m <br /> _ BEAM PER PLAN PER ARCH'L SLAB-ON-GRADE PANEL EDGE NAILING UNBALANCED <br /> PLAN REFERENCE <br /> _ 2)LAYERS BLDG PAPER BNJN N <br /> SIZE REINFORCING MEMBER k4,TOP(LOCATE IN TOP FILL F <br /> CALLOUT REFERENCE 1z4x12"EA.SIDE POST PER PLAN 1 <br /> __._ _ 'OF STEMWALL) <br /> POST AND CONC. DRIVEWAY PER ARCHI Q 36"oc,VERT.HOOKED BAR a <br /> 18 18's9 x 12'tNck NO REINF. - PER PLAN y - <br /> �! _ <br /> 4 x12 1k <br /> 2#4 EA,WAY MA015.POST TO FOOTING--- �i. 'I�-(IJ ,.. !_�I #4 Q 24"oc,HORIZ. Z m <br /> 24 2 sq the BOTTOM CUP EA. PLAN(ALT SIDE W/0.131"Ox2" � ��� ��\�� zil �f_� _!� � ~ <br /> N <br /> 30 30"sq x 12"thick (3)44 EA BOTTOM _ MIN.CONC.NAILS TO FTGI \ I_ �.' ! iq 6 <br /> A � -5S IH�—' O L <br /> 36 36"sq x 12"thick (4)#4 EA.WAY PER PFO LAN JOOMPACTSTR CTURAL -1, -+ (1)#4,BOTTOM <br /> BOTTOM REINF.PER PLAN FILL <br /> 42 4Z sq x 12"IN. (5)#4 EA.WAY REINF,PER 1/S07 STEM WALL AND FOOTING <br /> BOTTOM <br /> PER 1/B07 y2 1 6 3 <br /> 4 " 4 2TYP. S07 <br /> 5 I 4 3 2 1 <br />