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A.G. <br />PAVEMENT - <br />SEE CIVIL <br />DRAWIN&5 <br />8" THICK, SOLID &ROUTED CONCRETE BLOCK <br />PERIMETER WALLS W/ ((5 0 16"o.c. VERT. AND •4 <br />0 W'ox- VERTICAL BARS SHALL LAP W/ BARS <br />PROJECTING UP FROM FOUNDATION STEM WALL. <br />PLACE REBAR AT CENTER OF WALL. USE BAR <br />SPACERS TO ALI&N VERTICAL BARS. <br />05 AT Ib"o.c. VERT., NUTS" HOOK IN FOOT'&, PROD. <br />UP 32" INTO CONC. BLOCK WALL. <br />5vi" THICK CONCRETE SLAB W/ X 4 • Wo.c. EA, <br />WAY AT MID. DEPTH. SMOOTH TROWEL FINISH <br />AT INTERIOR AREAS. NON -BLIP BROOM FINISH <br />AT EXTERIOR AREAS. <br />84 0 <br />16" <br />SAND + V <br />"p 2" SAND ) <br />2( IS RWIO ONLY <br />" I VAPOR BARRIER J <br />IN RESTROOM <br />(MOISTOP) AND OFFICE - <br />EiREAK ROOM. <br />b" I' ALL OTHER <br />4" GLEAN AREAS MAY <br />CRUSHED ROCK HAVE JUST 4" <br />G.G.R. <br />3 05 CONTINUOUS <br />BARS IN FOOTING <br />454 x 24" LON& <br />AT I6"o.c. <br />SECTION <br />3/4.,=1,_O,. 55 <br />L2x2x4 <br />!-�" m x 4"LONG <br />WELDED, HEADED <br />STUDS AT I6"o.c. <br />\EMBEDDED <br />&ALV. STEEL <br />ANGLE <br />HOOK 04 <br />BAR 16" <br />mm <br />THICK , <br />CONC. WALL <br />W/ 04 VERT. <br />o 16" AT <br />CENTER <br />OPTIONAL <br />GOLD JOINTS <br />a" <br />2'-b" <br />i0 <br />m <br />2'-6" <br />18" WHERE DRAIN 15 AT <br />TRUCK DOOR OPENIN&. <br />13"t WHERE DRAIN 15 <br />AT MAN DOOR. <br />CONCRETE BLOCK o <br />WALL BEYOND. SEE <br />FOR STEEL PLATE AT <br />ED&E OF OPENING TO <br />MOUNT DOOR TRACK. <br />TRENCH DRAIN POLYGA5T <br />SERIES 600..COORD. Wl <br />ARCH. DW55 4 CIVILDWG5. <br />SEE eFOR � <br />SLAB 4 BASE <br />SECTION - B <br />5/4"=1'-O" 55 <br />CONCRETE <br />BLOCK WALL <br />BEYOND <br />REMOVABLE SECTION OF <br />&RATIN& OVER LOW POINT <br />OF PIT, ROUGHLY 12" WIDE x <br />6' LONG. <br />5 W'THICK GONG. 5LA5 <br />W 454 0 16"o.c. EA. WAY <br />-4" GLEAN CRUSHED ROCK <br />FORM (SUTTER AS REOV <br />TO ALLOW PIT TO DRAIN <br />TO ONE CORNER. <br />.d7 <br />FINISH PER ARCH <br />DW55. <br />W 99ean9 Avenue <br />suitec <br />S98ts Ne98695404 <br />SEE e <br />FOR x <br />F. (707)5440866 <br />8" THICK, SOLID <br />2x6 LSL STUDS <br />Rof ESS/pN1 N;0 <br />cQ EJ `"y <br />H HUGH S <br />� SE`I6 m <br />Exp a <br />12/3 /04' <br />CONCRETE <br />lrf"OF CAL\Epe'�\ <br />&ROUTED CONCRETE <br />K R <br />Structural Engineer <br />363D8 D"k Blvd, 42W <br />Gt.7au, CYtlfaen 9x702 <br />CONCRETE SLAB, 51y" <br />BLOCK WALL <br />U <br />BLOCK WIN& WALLS Vl/ 05 <br />LL <br />W <br />/ THICK W/ •4 ® Ib"o.c.® <br />a <br />Ib"o.a. VERT., PLUS 2- 45 <br />2xb P.T.D.F. SILL - <br />/ EA. WAY AT EXTERIOR. <br />a <br />� N <br />J <br />AT FREE ENDS AND <br />7ZVERT. <br />W/'%"A A. BOLTS <br />/ (i"0.6.5 <br />SLAB SHALL SLOPE <br />W <br />Q <br />z <br />O Z <br />04 0 i6"oa. HORIZ. PLUS <br />EMBEDDED 5" <br />/ WHERE <br />AWAY AT 1% AND <br />Cn k.d BY: KH <br />wro: 7-5 -2002 <br />Revisions <br />2- *4 HORIZ. AT TOP OF <br />SPACE AT 3'o c. FOR CALLED FOR SHALL HAVE NON-51LIP <br />WALL. VERTICAL BAR5 <br />WALLS WITH SHEAR <br />ON SHEET 51 <br />FINISH. INTERIOR SLAB <br />SHALL LAP W/ BARS <br />PLYWOOD AND AT <br />SHALL BE FLAT AND <br />PROJECTING UP FROM <br />Vo.o. FOR OTHER <br />HAVE A STEEL TROWEL.- <br />FOUNDATION STEM -WALL. <br />WALLS. ALL A. <br />FINISH. <br />HORIZ. BARS SHALL HOOK <br />BOLTS SHALL24" <br />AT CORNERS INTO <br />HAVE %"x 2" 50. <br />1 04 0 16"o.c• <br />12" <br />144' DEEP STEEL BAR <br />JOINING PERIMETER WALL. <br />PLATE WASHER5. <br />I l0" <br />/ <br />/ <br />&RATING, SEE <br />•5 o b"o.o. VERT. <br />2- >< 4 HORIZ. <br />7#4 <br />!�� <br />o 12"o.c. HORIZ. <br />(44 HORIZ. 0 12"o.0.—. <br />Lu <br />SEE <br />OPTIONAL COLD JOINT <br />W- <br />#5 0 16"ox.. VERT. --� <br />FOR `0 <br />6 <br />10 <br />HOOK 15" IN FOOT'S, <br />5LA6 E BASE <br />15" HOOK AT BOTTOM - <br />OF 85 VERT. BARS <br />- <br />PROJECT UP 52" INTO <br />GONG. BLOCK WALL. <br />(ALT. HOOK DIRECTION). <br />SECTION - G <br />LEAVE APPROX.4"&AP <br />/BETWEEN ENDS OF <br />GRATIN& SECTIONS. <br />8" THICK CONCRETE STEM WALL <br />•5 VERTICAL AT 2- •4 HORIZ. ALONG TOP <br />16"o.0. HOOK 18" <br />IN SLAB, ALT. -"-#4 HORIZ. AT MID. -HEIGHT <br />HOOK DIRECTIONS. <br />OPTIONAL GOLD JOINT <br />SECTION D <br />3/4"=11-0" 55 <br />SEE A <br />FOR <br />SLAB, BASE AND FOOTING <br />(NOTE: SAME "" THICK <br />SLAB REO'D IN PITS) <br />4s" DEEP &ALV. STEEL <br />5AR GRATING, SEE SHEET 51 <br />'OP OF CONCRETE STEM <br />VALL, BOTTOM OF <br />:ONGRETE BLOCK WALL. <br />15 VERT. AT Ib"o.c. W/IS" <br />i00K IN FOOT'G. <br />4 HORIZ. <br />5- 05 CONTINUOUS IN <br />`00TINS <br />14 x 24" LONG AT Ib"o.c. <br />GO <br />FOOTING UNDER <br />WALL W/3- 05 BARS <br />h 2,-6 , <br />CENTERED UNM WALL <br />:o <br />N <br />144" DEEP STEEL <br />GRATING, PERe <br />31 <br />SECTION E <br />3/4„=1'-O" 55 <br />Ib" <br />MF <br />ENGINEERING <br />W 99ean9 Avenue <br />suitec <br />S98ts Ne98695404 <br />Tel: (70'%15440784 <br />F. (707)5440866 <br />Q 0.,69M 2002 ,0lli <br />Rof ESS/pN1 N;0 <br />cQ EJ `"y <br />H HUGH S <br />� SE`I6 m <br />Exp a <br />12/3 /04' <br />,. <br />S7R Tp� <br />lrf"OF CAL\Epe'�\ <br />K R <br />Structural Engineer <br />363D8 D"k Blvd, 42W <br />Gt.7au, CYtlfaen 9x702 <br />Td: 925/2ed-tw <br />F. 98/2847492 <br />J <br />U <br />a <br />LL <br />W <br />a <br />D <br />O <br />tY <br />a <br />� N <br />J <br />Qa <br />Q z <br />z <br />0 <br />Z <br />W <br />Q <br />z <br />O Z <br />O <br />doe No: 2002.017 <br />Drawn By: LM, <br />Cn k.d BY: KH <br />wro: 7-5 -2002 <br />Revisions <br />By <br />$MN Numper <br />S5 � <br />5 a 8 <br />