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512" THICK CONCRETE SLAB <br />W/ ><4 0I6'o.c. EA. WAY <br />NON -SLIP FINISH <br />DOCK BUMPER5 <br />SEE ARCH. PASS. <br />_L. <br />IL' <br />8" THICK CONCRETE WALL---`,_,_ — <br />VV *4 HORIZ. • 16"o.c. <br />VERTICAL CRACK — ---- �— -- <br />CONTROL JOINTS AT 8'0.0. <br />USE %'CHAMFER STRIPS <br />TO FORM JOINTS. j <br />5 <br />05 VERT. ® I6"oa. HOOK <br />15" IN FOOTING. <br />CONCRETE PAVEMENT <br />SLAB - SEE CIVIL <br />ORAWIN65 j <br />CONCRETE FOOTING <br />W!3- x5 CONTINUOUS <br />BARS <br />3" GLEAN <br />CR05HE0 ROOK <br />�s <br />SECTION A� <br />INSIDE <br />I't % x 512 x FULL HEIGHT <br />OF OPN'& WITH 12"O x b" LONG <br />HELPED STUDS ® 16"o a. <br />START LAYOUT 4" <br />FROM BOTTOM. USE <Y <br />TH15 TO MOUNT OVER- <br />HEAD DOOR TRACK. <br />#5 TRIM BARS EACH FACE <br />OF WALL ADJ. TO OVERHEAD <br />DOOR OPENINGS. SEE SHEET 54. <br />PLAN VIEW <br />DETAI <br />1 1/2"=1'-0" <br />OUTSIDE <br />L2x2x k" x V HIGH <br />A/ W m x 6" LONG <br />WELDED STUDS <br />e 16"o.c. MAX. <br />START LAYOUT 4" <br />FROM EACH END. <br />8" THICK CONCRETE _ <br />GEI SLAB W/05 T <br />® 8"ox-o.c. EA. WAY. jYLCj'L//kill kyr' <br />s� <br />•5 0 611 <br />JI <br />12" <br />12• <br />8" THICK CONCRETE <br />BLOCK WALL, SEE <br />SHEET 54 <br />o� <br />SECTION <br />5/4"=1'-O" $(� <br />/D <br />PROTECTIVE STRIP, <br />2" THICK x 7V2" WIDE x 4'-1112" HIGH, <br />U.H.M.W: P.E., MITE. SHOP MILL <br />"" AND DRILL A5 SHOWN. <br />NEATLY DRILLED <br />HOLES: 111 <br />CHAMFER SIDES i 01Nd' COUNTER BORE <br />AND TOP EDGE. - Ih m x a4" DEEP <br />/,I I PILOT: IWO <br />2- #5 VERT. AT END <br />OF WING WALL. <br />SPACE FOR 212" TO <br />5" CLEAR BETW. <br />DETAIL- U.H.M.W. <br />PLAN VIEN4 <br />SECURE EACH PROTECTIVE — <br />STRIP W/4-%"0 6ALV. EXPAN. <br />SOL75(RAMSET/ZEO HEAD A/ <br />THREADED EXPANSION SHELL). <br />STRIP <br />8" THICK C-'- <br />GEILIN6 SL <br />® e"o.c. E/ <br />12" THICK, SOLID <br />GROUTED CONCRETE <br />BLOCK WALL <br />•5 HORIZ. AT 16"o.c, PLUS <br />2- 05 ALONG TOP OF <br />WALL, 51DE-5Y-SIDE. <br />#6 VERTICAL 0 I6"olio. - <br />AT CENTER OF WALL. <br />GONTINUOU5 CONCRETE <br />FOOTING FULL LENGTH <br />OF HALL. <br />6-04 \ <br />6- •5 <br />HOOK VERTICAL BARS <br />FROM CONC, BLOCK <br />WALLS 12". <br />e" THICK 50LID &ROUTED <br />CONCRETE BLOCK WALL. <br />REINF. SHALL BE: <br />REUSE ROOM: <br />05 VERT. ® 16"o.c. <br />*5 HORIZ. ® S2"o.c. <br />MIXIN& ROOM: <br />05 VERT. ® 880.0. <br />k5 HORIZ. 0 8"o.c. <br />SECTION %G <br />5" <br />GLR. <br />fV <br />5" GLR. <br />CAST SOCKETS FOR - <br />CHAIN-LINK FENCE. <br />FENCE NOT SHOWN, <br />SEE CIVIL PASS. <br />6" THICK <br />CONCRETE WALL <br />A/ %4 HORIZ. <br />16"oa. <br />VERTICAL CRACK <br />CONTROL JOINTS <br />AT 8'oa. (ALIGNED <br />A/ DRAINS). USE 84"' Q <br />CHAMFER STRIPS ,r <br />TO FORM JOINTS. <br />•5 VERT. • Ib"olio. -- <br />HOOK 15" IN <br />FOOTIN& <br />CONCRETE <br />PAVEMENT SLAB - <br />SEE CIVIL PASS. <br />CONCRETE <br />FOOTING AB- 05 <br />CONTINUOUS BARS <br />DRAIN SYSTEM <br />_,__-------GEOTEX. FILTER <br />FABRIC <br />DRAIN ROCK <br />5" RIGID PVG OR <br />ABS PERFORATED <br />PIPE <br />.DRAINS AT e'o.o. <br />3 PVG <br />511E <br />SHEET <br />55 <br />+ <br />-0" <br />4'-0" <br />EMBEDDED PLATE FLUSH WITH <br />TOP OF COLUMN. It 12"x 8" 50. <br />A/4- %"m x 18" LONG WELDED <br />ANCHOR. (A/ EITHER HOOKS <br />OR HEADS AT EMBEDDED ENDJ <br />24"0 CONCRETE COLUMN WITH <br />GA6E OF 6- •6 BARS FULL <br />HEIGHT AND x4 SPIRAL TIE <br />WITH 6" PITCH. <br />5" CLEAR <br />- b- •6 BARS PROJECTING UP FROM <br />FOOTING. LAP 48" WITH VERTICAL <br />5AR5 IN CAGE. HOOK 96" IN FOOTING. <br />,.MAT OF 6- N5 BARS EACH WAY <br />TOP + BOTTOM <br />SPREAD CONCRETE FOOTING <br />CENTERED UNDER COLUMN. <br />ENGINEERING <br />_m <br />825 s989m9 A9 w <br />suite c <br />Slim se. rn 95404 <br />Irr <br />F6 (707)5"OW <br />© co"yd9nt 2002 <br />4 , <br />�O 9ROF to* <br />1i <br />ticQ KENNETIyj.� `"yc <br />•4 ® I6"o.a <br />r <br />i :-EF-. A <br />12/3 /04 <br />* ' SFROcrik <br />PAIRS OF % O I6", -� <br />- <br />HOOK 50" IN FOOTING, <br />Structural Engineer <br />ism Mbo blb e114.lMl <br />L fty tm, adm.nia 94902 <br />60" UP (45" EMBED. IN <br />F. 98/2847492 <br />GONG. BLOCK AALL). <br />J <br />U <br />CAREFULLY ALIGN 50 <br />LL <br />THAT THEY COME up 2" <br />OFF FACE OF GONW, <br />(( <br />BLOCK WALL. <br />HOOK VERTICAL BARS <br />FROM CONC, BLOCK <br />WALLS 12". <br />e" THICK 50LID &ROUTED <br />CONCRETE BLOCK WALL. <br />REINF. SHALL BE: <br />REUSE ROOM: <br />05 VERT. ® 16"o.c. <br />*5 HORIZ. ® S2"o.c. <br />MIXIN& ROOM: <br />05 VERT. ® 880.0. <br />k5 HORIZ. 0 8"o.c. <br />SECTION %G <br />5" <br />GLR. <br />fV <br />5" GLR. <br />CAST SOCKETS FOR - <br />CHAIN-LINK FENCE. <br />FENCE NOT SHOWN, <br />SEE CIVIL PASS. <br />6" THICK <br />CONCRETE WALL <br />A/ %4 HORIZ. <br />16"oa. <br />VERTICAL CRACK <br />CONTROL JOINTS <br />AT 8'oa. (ALIGNED <br />A/ DRAINS). USE 84"' Q <br />CHAMFER STRIPS ,r <br />TO FORM JOINTS. <br />•5 VERT. • Ib"olio. -- <br />HOOK 15" IN <br />FOOTIN& <br />CONCRETE <br />PAVEMENT SLAB - <br />SEE CIVIL PASS. <br />CONCRETE <br />FOOTING AB- 05 <br />CONTINUOUS BARS <br />DRAIN SYSTEM <br />_,__-------GEOTEX. FILTER <br />FABRIC <br />DRAIN ROCK <br />5" RIGID PVG OR <br />ABS PERFORATED <br />PIPE <br />.DRAINS AT e'o.o. <br />3 PVG <br />511E <br />SHEET <br />55 <br />+ <br />-0" <br />4'-0" <br />EMBEDDED PLATE FLUSH WITH <br />TOP OF COLUMN. It 12"x 8" 50. <br />A/4- %"m x 18" LONG WELDED <br />ANCHOR. (A/ EITHER HOOKS <br />OR HEADS AT EMBEDDED ENDJ <br />24"0 CONCRETE COLUMN WITH <br />GA6E OF 6- •6 BARS FULL <br />HEIGHT AND x4 SPIRAL TIE <br />WITH 6" PITCH. <br />5" CLEAR <br />- b- •6 BARS PROJECTING UP FROM <br />FOOTING. LAP 48" WITH VERTICAL <br />5AR5 IN CAGE. HOOK 96" IN FOOTING. <br />,.MAT OF 6- N5 BARS EACH WAY <br />TOP + BOTTOM <br />SPREAD CONCRETE FOOTING <br />CENTERED UNDER COLUMN. <br />ENGINEERING <br />825 s989m9 A9 w <br />suite c <br />Slim se. rn 95404 <br />T.L. (707)544-M <br />F6 (707)5"OW <br />© co"yd9nt 2002 <br />4 , <br />�O 9ROF to* <br />1i <br />ticQ KENNETIyj.� `"yc <br />R. ES <br />SEA 5 m <br />r <br />i :-EF-. A <br />12/3 /04 <br />* ' SFROcrik <br />SrgT <br />OF\FOQe <br />HUsba <br />Structural Engineer <br />ism Mbo blb e114.lMl <br />L fty tm, adm.nia 94902 <br />T.1b 98/2!41808 <br />F. 98/2847492 <br />r <br />J <br />U <br />a <br />LL <br />VJ <br />Q <br />O <br />J_ M <br />Q Q <br />N <br />W <br />O <br />Oz <br />a z <br />O <br />wj co <br />U 3 <br />cn O a <br />fA <br />Jon No: 2002.017 <br />Drown By: LMc <br />CM ked By: KH <br />Dale: 7-3-2002 <br />Revisions <br />BY <br />Shah Number <br />S� <br />i <br />