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m.n:: 1 . _li[,%x -1 NNSII'AJ _ �� _ �_ Iu�I __�_J_LiEli F1 FROMPRIELM, <br />6 ORRUGATED METAL <br />GATE PIN (TYP. PANEL GATE (PAINTED) <br />OF 1 EACH DOOR) SP-1.1 1-1/2" X 20GA TYPE'B' <br />ON 2" X 2" STL. FRAME 6-0" ELEV. Ted' <br />14 -8 _ _ _BAND T.O. BEAM <br />CV <br />13'-4' „I INSERT W/ SMOOTH �� '"; I � GATE POST a n <br />STUCCO FINISH Associates, Inc. AA26001933 <br />Nl� - \—WALL BEYOND Architecture • Planning Interior Design <br />€ 14125 N,W, 80th Ave. Suite 303 <br />j \ <br />Miami Lakes, Fl. 33016 <br />€ ' - GALVANIZED STEEL <br />HINGE 2 AT EACH T. 305-362-4420 <br />i ( dtiinfo@dtiar6chitec ,com <br />E i a DOOR TYP.) 8" REINF. MASONRY <br />o SIN i RE: 5/SP-1.1 BLOCK WALLS www, dtearrhitect. orr <br />! (SEE STRUCTURAL _ <br />2" STUCCO FINISH DRAWINGS <br />`VI 10" CONCRETE SLAB ON PAVING <br />VAPOR BARRIER OVER <br />98% WELL COMPACTED VIHICULAR <br />r <br />III ( I PRE -CAST LINTEL FILL REINFORCED W/ #4 TRAFFIC RATED <br />INDICATED FOR DRAINAGE EXPANSION JOINT <br />+► <br />o I I PROVIDE WHEEL ( I @ 16" O.0 EACH WAY. <br />W/ MOUNTING I I (SEE PLAN) <br />4 ROO 3 <br />_ BRACKET @ EA. GATE j U �� SLOPE SLOPE ��„• <br />-` - = 3000 PST CONC. ON - - <br />1«. <br />1 95%MIN. SOILS DENSITY ( h <br />ELEVATION - A Carlos -25-2022 A <br />OPENING FOR I iiI II III-ILI I , <br />DRAINAGE III VAPOR BARRIER Pizarro, R. <br />AR - 0013079 <br />14'-8"- <br />---' <br />L -1i Revisions: <br />PAINT OVER STUCCO; <br />COLOR FINISH TO <br />o MATCH BUILDING, <br />to TYP. <br />- =OPEN = <br />ELEVATION - B <br />ELEVATION - C <br />NOTES <br />4" <br />M.D. FOR WATER <br />DRAINAGE <br />6" ID GATE POST <br />(TYP. OF 2) REFER TO <br />DETAILS 5 & 6 SP-1.1 <br />FOR REQUIREMENTS <br />PAINT OVER <br />STUCCO; COLOR <br />FINISH TO MATCH <br />BUILDING, TYP. <br />1. PAINT ALL SURFACES OF LATCHES AND PIPE BOLLARDS SEMI -GLOSS. <br />2. PROVIDE 4", HEAVY DUTY, INDUSTRIAL GRADE, FREE ROTATING WHEEL (W/GREASE FITTING FOR BEARINGS) <br />3. AT BOTTOM OF EACH GATE TO PREVENT SAGGING. <br />4. G/C TO PROVIDE APPLICABLE SHOP DRAWINGS BY SPECIALTY SUBCONTRACTOR FOR REVIEW PRIOR TO <br />MANUFACTURE & INSTALLATION. <br />5. <br />BUILDIINGD EFEROTO NOTE 49 SHEEAT PAINT IT OC10F0 ADDITIAT OF ONAL INFORMAT ONCOATS OF FINISH PAINT COLOR TO MATCH <br />PRECAST LINTEL 2 ELEV. B <br />OPENING 7'-4" BRG, AT P-1.1 6" STEEL PIPE BOLLARD. <br />BOTH ENDS (TYP. OF 2) REFER DETAIL ON CIVIL <br />1 _ 14'-8" DWG'S. (TYP. OII..F 15) <br />�n ---- n, en <br />SLOPE CONC. FOR <br />POSITIVE SLOPE U <br />W <br />J <br />W <br />6" NOM. ID GATE — <br />POST FILLED W/ COP <br />ROUNDED TOP. <br />SEE DETAIL 5 SP-2.0 <br />(TYP. OF 2) <br />00 <br />10 <br />o <br />o <br />, <br />_z <br />o <br />� �O 4 <br />W <br />IL a o <br />o <br />a <br />p p <br />U) p . <br />W~W¢ <br />I a.�V2 <br />O <br />Cf) Q <br />- <br />P, <br />is <br />O O <br />J <br />a <br />Q <br />ELEV. A <br />6" CONCRETE SLAB ON CLEAN <br />COMPACTED FILL TO 98% <br />DENSITY. W/6X6 W2 1X2.1 <br />W.W.F. SEE STRUCTURE FOR <br />ADDITIONAL REINFORCE <br />`CORRUGATED <br />METAL PANEL GATE <br />(PAINTED) 1-1/2" X 20GA <br />TYPE'B' ON 2" X 2" STL. <br />FRAME <br />2 SECTION THRU DVMPSTER <br />SCALE: 1/2" = V-0" <br />ACCESSIBLE PARKING <br />SIGN PER FDOT <br />INDEX 13355. <br />REFER CIVIL DRAWINGS <br />PRECAST CONCRETE <br />WHEEL STOP <br />(TYP. 6"X6"X6-0") <br />9'-01, / 12'-0" MINIMUM _ 5'-0" MINIMUM 12'-0" MINIMUM _ _ 9'-0" <br />3 HANDICAP PARKING DETAIL 4 NOT USED <br />SCALE: 4' = 1'-0" " SCALE: 4' = 1'-0 <br />.1 GAP GAP 1 1/2" WASHER -- CONCRETE WALK <br />8 1/2"X2"X1/4" WELDED TO EXPANSION JOINT W/ 6X6-W1.4XW1.4 CONC. SIDEWALK <br />LATCH PLATE 3/4" BOLT W/ SEALANT W.W.F. <br />1" WITH I� 1/3" SAW CUT <br />ROUNDED C LATCH PLATE CANE BOLT - CONTROL JOINT @ 1/4" RADIUS MAX. <br />EDGES W/ 3/4" X 4" GUIDE (2) 5' O.C. EACH WAY. I \\ EXPANSION ' 1/3" <br />BOLT HANDLE SEE DETAIL <br />ALEMITE 1610-BL 7-1/4" O.D. HINGE 6" LONG _ JOINT W/ N <br />i <br />ch / 6/SP-2.0 SEALANT <br />0 3/4" BOLT <br />HYDRAULIC GREASE 1 X 6 X 1/2 TO HINGE <br />FITTING TO BE STRIKE STOP BAR CANE BOLT y <br />&GATE <br />ACCESSIBLE FOR LATCH FRONT VIEW 3/4" COLD <br />I SLOPE DN. I \\ IPAVIN�I 1 <br />MAINTENANCE LATCH PLATE ROLLROLLED STEEL a ► l c <br />W/ 3/4" X 4" i <br />BOLT HANDLE WELDED TO 4„X4„X41 DRILL 7/8„ p? a a� Z <br />M STEEL _ - _ <br />GATE FRAME BOLT FOR HOLE IN SLAB. <br />3" X 7-1/4" O.D. TUBE. g" I.D.PIPE GATE BENT PLATE STOP TOP OF z SIZE TO FIT 1 i it II II -11 �I : o ll:� of <br />1-1/2 X6 X1/4 <br />WELD COLLAR TO _ BOLT. I� I, 1 6x6-W1.4xW1.4 <br />POST. POST SEE DETAIL STRIKE WITH SLAB BUILDING-" COMP. GRANULAR n W.W.M. <br />THIS DRAWING 1-3/4" - BOLT v <br />FILL SEE 1_f- 1=11 WELL COMPACTED FILL <br />THROUGH FRAME NOTE: MOUNT CANE - VC LEAVE FOUNDATION <br />SPECIFICATIONS 12' -- NOTE: SEE CIVIL FOR SPACING OF <br />LATCH SIDE BOLT AND GATE LATCH ASSEMBLIES #5 DWL. X 4'-0"- <br />VIEW THROUGH FACE BOARDS INTO STEEL FRAME @ 24" O.C. 2 #5 CONTINUOUS T. & B. STRUCT. JOINTS AND EXPANSION JOINTS <br />a <br />Z0 <br />w <br />W� <br />M <br />C� <br />VI <br />W <br />� <br />a/ <br />O <br />W <br />I.V <br />W <br />Z <br />N" <br />o <br />W <br />Q <br />LU <br />P <br />Q <br />U <br />W <br />p <br />= <br />a <br />0 <br />W <br />..I <br />m <br />W <br />�J <br />0 <br />oa <br />Z <br />Z <br />w <br />Q <br />V♦ <br />Z <br />� <br />0 <br />J <br />r Q <br />000 <br />V <br />aZ0 <br />0 <br />30� <br />V <br />Q <br />�aN <br />�- <br />�- <br />N <br />2> <br />>a <br />0,0 <br />as <br />W <br />N <br />W <br />N <br />Job Number: <br />File name: <br />Issued Date: <br />Drawn by. - <br />Checked by: <br />SHEET NAME <br />SITE PLAN <br />DETAILS <br />ENLARGE DVMPSTER PLAN <br />SCALE: 1 /4" = V-0" <br />POST DETAIL <br />5 SCALE: 1" = V-0" <br />LATCH / CANE <br />6 SCALE: 1" = 1'-0" <br />BOLT DETAIL <br />CONCRETE SIDEWALK <br />SCALE: 3/4" = V-0" EDGE DETAIL <br />CONTROL JOINT DETAIL SHEET NUMBER <br />8 SCALE: 1" = T-0" SP-1 ■ <br />