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o co <br />Co Z <br />0 <br />SEE PLAN <br />T.O. SLAB <br />6" 3000 PSI CONCRETE <br />SLAB WITH FIBER MESH <br />REINFORCING & 6x6/10x10 <br />W.W.F. ON 4" ROAD BASE <br />ON WELL COMPACTED <br />FILL. BROOM FINISH <br />1/4" PER 12" SLOPE <br />8X16 CONC. TI <br />BEAM <br />(2) #5 BOTT <br />(2) #5 TOP <br />#3TIES @ 24" <br />O.C. <br />#5 BAR CONT. <br />1 /2" EXP. JT. MAT <br />ALL SIDES <br />#5 BARS CONT <br />#5 BARS @ 18" <br />O.C. <br />MASONRY WALL NOTES: <br />I. WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA. GALVANIZED <br />LATERAL REINFORCING @ 16° O.C. HORIZ. EXTEND REINFORCING <br />6" INTO POURED ELEMENTS AND AROUND ENCASED STEEL. <br />2. ALL MASONRY REINFORCED CELLS SHALL BE FILLED WITH <br />3000 PSI GROUT MIX. <br />3. SOLID GROUT ALL CELLS BELOW GRADE, TYP. <br />4. BEAM CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH <br />OF 3000 P.S.I. AT 28 DAYS. <br />3" CLR — U <br />COMPACTED <br />FILL <br />TYP. EXTERIOR WALL FOOTING <br />VERT. REBAR w/SAME DOWELS <br />IN FOUNDATION. PROVIDE 48 <br />BAR DIA. LAP, SEE PLAN <br />CAST IN PLACE REINFORCED <br />CONCRETE TIE BEAM <br />PLACE METAL LATH OR WIRE <br />SCREEN OVER CORES NOT TO BE <br />FILLED (SHEET METAL AND FELT <br />PROHIBITED) <br />HORIZ. JOINT REINF @ 16" O.C. STARTING <br />AT FIRST COURSE ABOVE FOUNDATION. <br />LAP SPLICES 6". USE PREFAB. L'S AND TS <br />AT WALL INTERSECTIONS <br />3000 PSI GROUT FILLED CELL <br />PLACE AND CONSOLIDATE <br />GROUT IN 5 FT. LIFTS <br />MORTAR CROSS <br />WEBS ADJACENT TO <br />FILLED CELLS <br />ASTM C.90 <br />C.M.U.'S <br />FOUNDATION <br />N.T.S. <br />SET FIRST COURSE IN FULL <br />MORTAR BEDDING <br />4 1 /2" x 4 1 /2" CLEAN <br />OUT OPENINGS AT GROUT <br />FILLED CELL LOCATIONS. <br />TYP. MASONARY WALL DETAIL <br />CONCRETE COVER SCHEDULE <br />CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: <br />CONCRETE EXPOSED TO EARTH OR WEATHER: <br />#6 OR LARGER <br />#5 OR SMALLER <br />CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: <br />SLABS, WALLS, JOISTS (#11 AND SMALLER) <br />BEAMS, COLUMNS (PRIMARY REINF., TIES, STIRRUPS, SPIRALS) <br />CONCRETE FOR COASTAL EXPOSURES EXPOSED TO WEATHER: <br />WALL & SLABS <br />OTHER MEMBERS <br />3'1 <br />2" <br />1 1 /2" <br />3/4" <br />1 1 /2" <br />2'1 <br />2 1 /2" <br />N.T.S. <br />6" 3000 PSI CONCRETE SLAB WITH <br />FIBER MESH REINFORCING & <br />6x6/1 Ox10 W.W.F. ON 4" ROAD BASE <br />ON WELL COMPACTED FILL. BROOM <br />FINISH <br />1/4" PER 12" SLOPE <br />SEE PLAN FOR <br />SLAB DESIGNATION <br />ASPHALT <br />xa X <br />'I��IIIIIIIIII��III,,,IIIII ���� '� �� cN <br />a 1 <br />M <br />12" 1 #5 CONT <br />THICKENED EDGE (T.E.) <br />U-0" or MIN 12" ABOVE HIGHEST <br />POINT OF CONTAINER; <br />WHICHEVER IS GREATER. VERIFY <br />CONTAINER DIMENSIONS WITH <br />SUPPLIER <br />(9) 6" STL. FILL CONC. BOLLARDS <br />8x16 FILLED CELL CMU <br />W/ (2) #5 EACH CORNER <br />AND WALL ENDS <br />8x8 FILLED CELL CMU <br />W/ (1) #5 <br />3/4" STUCCO FINISH TO MATCH <br />ADJ. BLDG FINISH. <br />PAINT PER OWNERS DIRECTION. <br />FINISH ALL EXTERIOR SURFACES, <br />PAINT INTERIOR ONLY. <br />6" 3000 PSI CONCRETE SLAB <br />WITH FIBER MESH REINFORCING <br />& 6x6/10x10 W.W.F. ON 4" ROAD <br />BASE ON WELL COMPACTED <br />FILL. BROOM FINISH <br />1/4" PER 12" SLOPE <br />ALIGN EDGE OF SLAB WITH EDGE <br />OF ASPHALT <br />SERVICE ACCESS <br />SWING GATE W/ GATE <br />STOPS AND LATCHES <br />N.T.S. <br />c <br />a <br />MASONRY <br />#5 BAR CONT. <br />L- J III . L-J 1 U 11I `_- 11- JI I <br />GROUT -FILLED CELLS - <br />3000 PSI (TYPICAL) <br />PROVIDE PREFAB. "L" <br />JOINT REINFORCING <br />AT ALL CORNERS <br />4 1 /2" x 4 1 /2" CUT <br />MASONRY INSPECTION <br />& CLEAN -OUT HOLE <br />#5 DOWEL PLAN VIEW <br />3 TYP. MASONARY FILLED CELL DETAIL <br />N.T.S. <br />FILLED CELL, SEE PLAN <br />FOR REINF. (TYP.) <br />III MASONRY <br />MASONRY CONCRETE <br />COLUMN <br />EXTEND JOINT REINF. 6" <br />INTO CONCRETE COLUMN <br />PLAN VIEW <br />(MASONRY LAID BEFORE COLUMN) <br />PROVIDE PREFAB.'? <br />JOINT REINFORCING AT <br />ALL T-INTERSECTIONS <br />PLAN VIEW <br />MASONRY <br />PROVIDE DOVETAIL CONCRETE <br />ANCHOR SYSTEM COLUMN <br />PLAN VIEW <br />(MASONRY LAID AFTER COLUMN) <br />TYP. MASONARY CELL DETAIL <br />N.T.S. <br />Proj. Mgr. <br />DMF <br />Job, Capt. <br />DMF <br />Drawn by <br />DMF <br />STA <br />Revd by <br />R B <br />AR0016160 ` <br />OCT 2 5 2012 <br />J o <br />z <br />z o> o <br />~ m <br />Q= <br />_ <br />�oo(/z�z <br />w �00< ww =) -�- <br />wUo <br />1 o0 UWozzz <br />�wo <br />mww0WDf <br />o cl�w=o Qm <br />u~ <br />m U z o � z o o <br />c) <c n un Z w <br />DQ< < <br />m�woz <br />o2�oz000=n <br />wE]< 0 — <br />m <br />�o� �owD � <br />m��mw <br />�oCnLi w <br />�� <br />I- <br />w= Q <br />w <br />[-- = a-,Q�Wo'owooUm>> <br />oco�WU�Q <br />�D <br />0u-o�ua- <br />z u) IL V) <br />w w <br />o <br />m 0= Q Q? Q <br />_Jwm <br />�o =o -z�z <br />a <br />Q o o z o w Q o W <br />W x <br />DUw0 <br />w z <br />�U�uCY— LL _L <br />0 LLJ <br />o�Qawua-0n_>_ <br />mz_Dcn LLJ <br />ozwcnwwcn <br />nc� z <br />WQoo <br />UnUzzo�z n u <br />=wwo <br />=wwo=Uo=ow=C) <br />�Qmo <br /><003:z0P -o3:Q <br />©COPYRIGHT 2012 <br />BARR <br />ARCHITECTURAL STUDIO <br />Revisions: <br />LO <br />W <br />CO <br />' <br />j <br />M <br />M <br />Q <br />J <br />E0 <br />LL <br />y� <br />J <br />J <br />Wes= <br />L.L_ <br />J <br />W <br />Q <br />N <br />CC <br />ZU�_ <br />Q <br />W <br />N <br />L <br />O <br />�L <br />0 <br />Nt <br />M <br />N <br />(4 <br />a) <br />C <br />L <br />cM <br />m <br />Dtm <br />m <br />N <br />0 <br />INc <br />T <br />N <br />V <br />0 <br />� <br />Cu <br />0 <br />Lo 0 <br />� <br />W <br />4-: <br />a <br />mc <br />•� <br />m <br />U) <br />�/ <br />E <br />1 <br />� <br />-0 <br />C <br />O <br />cu <br />Q <br />vj <br />N <br />00 <br />� <br />ai <br />Q <br />r- <br />� <br />O <br />U <br />U) <br />L <br />U-) <br />0- <br />= <br />U <br />L <br />Sheet Title <br />DUMPSTER <br />ENCLOSURE <br />DETAILS <br />Scale: AS NOTED <br />Date: 10-18-12 Sheet No. <br />Project No. SP-1 <br />. 3 <br />12-1018 <br />�I <br />1 - -n -I -- --11 1 1 1 1 <br />11 <br />