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0 <br />00 <br />fn <br />rq <br />lD <br />O <br />N <br />C <br />�AJ <br />I I <br />I I I <br />3 DETAIL - GATE <br />A2.3 3/4" = 11_011 <br />COPING DETAIL <br />3" = 1'-0" <br />Tin �r c�Trr1 nrnr <br />V f\V. V 1 LLL VVI ILVVLL `fV <br />GALV. PIPE SHOWN DASHED <br />SET IN 18" CONC. FOOTING; <br />CONC. FOOTING 48" DEEP. <br />20 GA. CAP FLASHING <br />— 1/2" ANCHOR BOLT @ <br />48" O.C. <br />2x8 PT TOP PLATE <br />O. MASONRY @ SCREEN <br />T .t" <br />CEDAR SHIM AS <br />REQ. <br />D TO PROVIDE <br />MIN. 1/4"/FT. SLOPE <br />CONT. SHEET <br />METAL CLIP <br />— MIN 1/2" STUCCO <br />FINISH <br />MORTAR JOINT; REF <br />STRUCTURAL <br />CMU BLOCK TO <br />MATCH BUILDING; <br />REF. STRUCTURAL <br />TOP OF STEEL PIPE <br />CONCRETE FILL TO BE <br />STRIKED OFF FLAT <br />20 GA. CAP FLASHING <br />A2.3 <br />EPDXY PAINT CMU TO <br />T.O. MASONRY <br />MATCH ADJACENT <br />— — — <br />MASONRY. <br />2x CONT. BLOCKING <br />BOND BEAM AT TOP OF CMU <br />, J <br />WALL; REF STRUCTURAL <br />I, <br />8" CMU WALL; REF <br />STRUCTURAL. <br />STUCCO FINISH TO <br />MATCH BUILDING <br />I , <br />VERT. & HORIZ. <br />I - <br />REINFORCING; REF. <br />STRUCTURAL. <br />AIL FINISH TRANSITION <br />3'-4" <br />I - <br />STUCCO WATER TABLE TO <br />I " <br />MATCH BUILDING <br />STONE VENEER FINISH TO <br />MATCH BUILDING <br />MAINTAIN LEVEL CURB <br />FOR MASONRY; REF <br />I' , <br />STRUCTURAL <br />1/2" EXPANSION JOINT <br />4' <br />O. CURB <br />T.: <br />Orr — — — — <br />_ <br />�. <br />.. a <br />I°d . . <br />a ad _ . <br />EXTERIOR PAVEMENT- <br />I <br />a" ®` °' ° �: -a" w Q <br />PER CIVIL <br />F <br />a (6— <br />^_ <br />GRADE BEAM & <br />-a. Q. Wv <br />REINFORCEMENT; <br />` _ _ j <br />REFSTRUCTURAL <br />F6 WALL SECTION <br />3/4" = 1'-0" <br />20 GA. CAP FLASHING. <br />T-4"� <br />L.v.m Y <br />ST-2 <br />3 <br />2 <br />18" DIAMETER <br />6" STEEL PIPE FILLED <br />CONCRETE <br />W/CONC. -SMOOTH <br />FOOTING <br />TROWEL CROWN TOP <br />6" STEEL PIPE <br />0 <br />_ <br />PAINTED PER <br />z <br />PAINT SCHEDULE <br />0 <br />1' - 0" <br />co <br />CMU BLOCK TO <br />CONC. (MIN. 3000 <br />MATCH BUILDING; <br />LINO <br />PSI @ 28 DAYS) <br />REF. STRUCTURAL <br />MIN 1/2" <br />PLAN <br />CROWN <br />STUCCO FINISH <br />FOOTING <br />REINF'G TOP, <br />�, <br />- <br />BOT. & MIDDLE 4° <br />a <br />4' ' <br />io <br />Z) <br />6" STEEL JAMB POST. <br />1/2" x 14" REBAR <br />C0 & <br />2_ <br />CONCRETE FILLED. PAINTED <br />ANCHORS THRU <br />Z <br />PIPE BOTH WAYS ° <br />Q <br />MUELLER COR-6 <br />ENCLOSURE GATE <br />1" STL. BOTTOM <br />18" <br />_M9 <br />DIAMETER <br />TYPICAL BOLLARD SECTION <br />If 1-011 <br />20 GA. CAP FLASHING. <br />�T-4" <br />J I FANLL) i L J i <br />DUMPSTER ENCL. ELEVATIONS <br />3/8" =1'-0" <br />REAR ELEVATION DUMPSTER ENCL. <br />3/8" =1'-0" <br />X <br />1'-6" <br />4' - 5 1 /4" 4' - 5 1 /4" 4' - 5 1 /4" <br />Z <br />r------------- Q <br />o <br />0 <br />0- <br />0 <br />8 C.Y. DUMPSTER I fn <br />PROVIDED BY OTHERS I F- <br />00 <br />ILL. <br />a <br />I <br />I <br />L— — — — — — — — — — — J <br />IN CONCRETE TYP <br />9" 12'-8" <br />DUMPSTER ENCLOSURE PLAN <br />3/8" = 1'-0" <br />A2.3 <br />5 <br />28'-0" <br />25-3" <br />DO <br />M <br />4'-51/4" <br />0 <br />c <br />co <br />00 <br />M <br />• <br />U <br />DETAIL - GATE <br />1" = 1'-0" <br />STONE VENEER TO <br />MATCH BUILDING <br />6 1/2"11 <br />/ <br />_ GP <br />0 <br />W <br />fn <br />OZ <br />J 0 <br />U_ <br />H <br />(Da <br />4' - 5 1 /4" 4' - 5 1 /4" <br />-----------, <br />8 C.Y. DUMPSTER <br />PROVIDED BY OTHERS <br />L— — — — — — — — — — — J <br />PROVIDE PVC <br />SLEEVESIN <br />CONCRETE TYP <br />MIN CLEARANCE <br />PROVIDE PVC SLEEVES <br />IN CONCRETE TYP <br />12'-8" <br />PROVIDE CONCRETE PAD IN FRONT OF DUMPSTER ENCLOSURE <br />ENTRANCE AND SHALL BE CAPABLE OF WITHSTANDING A 20 <br />TON STATIONARY LOAD; REFERENCE CIVIL <br />1'-6" <br />91, <br /><4 A2.3 <br />8 <br />A2.3 <br />6" PIPE <br />BOLLARD <br />FILLED WITH <br />CONCRETE. <br />TYP OF (9) <br />EDGE OF <br />SLAB <br />MUELLER <br />COR-6 <br />ENCLOSURE <br />DOOR <br />i <br />06 N 37TH STREET, SUITE C <br />1 <br />IROGERS, ARKANSAS 72756 <br />W W W. BATESARCH ITECTS.CO M <br />TEL: 479.633.8165 <br />Copyright 2016 Bates & Associates, Architects <br />E Drawings and Specifications as instruments of service are and shall remain <br />the property of the Architect. They are not to be used on other projects or <br />extensions to this project except by agreement in writing and with <br />appropriate compensation to the Architect. <br />Contractor is responsible for confirming and correlating dimensions at job <br />sde; the Architect will not be responsible for construction means, methods, <br />techniques, sequences or procedures, or for safety precautions and <br />programs in connection with the project. <br />SITE/STORE #: <br />37745 <br />CONSTRUCTION MANAGER <br />CREIGHTON COMMERCIAL DEVELOPMENT <br />900 SW PINE ISLAND ROAD, SUITE 202 <br />CAPE CORAL, FL 33991 <br />TENANT <br />7-ELEVEN INC. <br />1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 <br />CONTACT: DANIELTUBB <br />STRUCTURAL CONSULTANT <br />SELECT STRUCTURAL <br />12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 <br />CONTACT: SHAWN ANDERSON <br />MEP CONSULTANT <br />WALTER J. FITZGERALD, P.E. <br />2566 NEBRASKA AVE., PALM HARBOR, FL 34684 <br />CONTACT: (813) 785-7526 <br />1� <br />O <br />N <br />�z <br />N <br />O (� LLJ <br />M Q <br />lam+ M � r, <br />o rn <br />a m <br />O _J <br />z <br />O <br />() <br />C � LU z Q <br />O <br />o UN <br />I� (VI z <br />O <br />tp <br />.427 <br />r <br />AR97905 <br />CJ <br />Architect Name - RYAN M FAUST <br />Architect Number - AR97905 <br />THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH <br />THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR <br />ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER <br />DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED <br />FOR ANY PART OR PARTS OF THE PROJECT. <br />REVISIONS <br />NO. DATE DESCRIPTION <br />1� <br />PROJECT NUMBER: 16018 <br />RELEASE DATE: 03/31/2016 <br />DUMPSTER ENCLOSURE & DETAILS <br />6 <br />5 <br />9 <br />3 <br />2 <br />1 <br />