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n <br />W <br />The construction f all dumpster enclosureshall comply with the following minimum t r : <br />Revised 7/30/0-4 <br />0 <br />no boom with <br />— ,w.x <br />a. — _— — '. —..— eaawxw. <br />rrr. air»-r — <br />' ®"#5 - Ti3 uous <br />12' <br />-owing. * .. <br />f—_-- <br />_ <br />6. dtaw St bollj r € s <br />canFilled typ <br />` <br />A <br />Vj <br />drop pin <br />C1 <br />yp- <br />4BW <br />12' <br />mok <br />dearanoe mien. <br />son <br />r-rade <br />PIN <br />4 <br />awling get# (typ) <br />J <br />* . mner"ete with <br />Min. <br />. <br />s ._.. <br />� " <br />at � concrete 1c tirrg <br />r mew foaing - <br />m ofth� lomin jr thl <br />,�{ r vrsir t <br />S-XV/ 10x10 W.W.F. <br />drop pin hole <br />CITY OF ZEP"TRHILLS, PILORMA <br />P BM wrOiar S Ate& 1 NISTRATION <br />t Or 3 <br />Page <br />NOTES: <br />1) WALLS CONCRETE MASONRY WALL CONSTIRUMON <br />New coqstructiow maximum 6' W high and constructed <br />of concrete block (VxVx16"). Materials used should be Materials, construction and quality control of masonry shall be in accotda nee <br />r sistent with: thane used in the construction of and with applicable Florida Building O de { Local Cade Min [mum Staridard . <br />architectural style of the principal building. <br />All reinforcing steel shall bedftrmed bars coriforming to AST -b l e <br />.) FOOTINGS Grade 60. Vertical reinfiarmment: shall be placed in the center of the masonry <br />8'X1 " concrete w / 2 - # continuous rebar embedded. cel:, and shall be held in position at the top, and bottom. <br />1) CONCRETE LAB 2. if a slab dowel does not lure -up with a vertical care, it smell not be sloped <br />Monolithic, ruin. 6"thickness w/ imbedded 6"xVI loxio welded more than one horizontal in six verticals (1:6). <br />moire fabric iN.VVkB«F,), 3000 p.s,i. with fiber mesh reinforcing, <br />3. Horizontal wall reinforcement shall be standard ass type DUR-0-doll (or <br />.) CONCRETE FILLED CELLS {iuivalent) at 16" o.c. <br />With 1- #5 vertical reber tie4 to fate« steel of each corner- and <br />every 4' Cax. 4. Hallow Load - bearing Co cr to Masonry Units shall be normal weight <br />conforming to AS C-90, with a minimum compressive strength of 1,900 p.s.i. <br />,) GAU <br />Constructed of ruin. 1-1/ " diameter galvanized tubular steel S, Mortar shall be type M or S, in acoordance with ASTM - 70. Place all <br />w/priv y- ype slats inserted in galvanized steel mesh fabric, masonry in running bond with 3/8" rnortar Joints«. Provide complete coverage <br />hinge -mounted on rain. 3" dilameter galvanized steel post face shelf mar bedding, horizontal arid. vertical, <br />(Gates and post corrslr cted and installed (lam° applicable building <br />die' J licensed fence constructor). 6. Coarse grout ill conform to ASTM C-476, with a maximum aggregate size <br />of 3/8", 8" to 10" slump, and a minimum compressive strength of 2,500 p.s.i. at <br />.y DROP PIN 28 days. <br />r/a" did... 1" long metal rod gad latch. Provide " did. hold <br />"" into ncr� for rods. In asphalt provide a e" p v.c. 7. Mlriirrrum " x "clean -fit h�rlr ( v~Arm�) r required at the �oiirse <br />sleeve, 6" long, or equal. of all Bells tQ verify grout placoment, Clean-outa sball l smiled after masonry <br />inspWion ® provided in aQwrdance with Aa, $31-4.61 and before grog, <br />7J SOIL <br />Soil bearing capacity to be at least 2,500 p.. , 8. Prior to grouting, the grout space shall be clean, with no mortar r projections <br />greater than 112", mortar droppings or tither foreign material. All Cells shall be in <br />8.) BOLLARD vertical alignment, and shall solidly be filled with parse grout as specified,. <br />3'-6" high, 6"diameter steel pipe bollard with emcrete, <br />painted tip yellow, imbedded 3'-011r deep in 18'' concrete 9. During placing, grout shall be consolidated worth flexible cable vibrator. First <br />foundation. (See O ati) grout pour shall be stopped a minimum of 1-1/2"below the top of the middle <br />band lam marry. <br />Page of <br />Page 13 <br />�I TI U m <br />W <br />U <br />Q <br />W <br />W H <br />Z Z <br />W O <br />o IL <br />W U <br />w Cr U <br />0 w co W <br />CD <br />EnQ p <br />O Z U <br />W �n <br />Z <br />cn <br />Cl) <br />NO d <br />i0ji W0�Q <br />Ir1�10���l� " NIr1 o 1 <br />MW>_W_0ZW <br />J Lo <br /><O ON <br />cc <br />N9C7mw <br /><0crFW iLLJ zO> �P W_ 3 L ) NWFILp O O <br />Cr Cr 0 <br />S <br />H <br />E <br />E <br />T <br />N <br />0 <br />0 <br />N <br />W Q <br />H <br />(n O <br />p cc:O <br />Q 9 O N <br />0 Lj_ W � <br />OD 0 <br />J 3:CL cc cc: r-�.0 <br />J m N r <br />= W N <br />O M I Z^ p <br />ZO <br />O N d C*7 d L.L Q <br />�0ZCD <br />zzOz� <br />�zI� <br />W_Z�� <br />Z J 0 Z) <br />C 3 IL a W <br />O <br />W Z Z <br />J J M <br />U 0 <br />U <br />U <br />Cr <br />CC. 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