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A1.4 DUMPSTER ENCLOSURE & DETAILSBCE #:Scale:Date:Drawn By:Checked By:Rev. #DateDescriptionSHEET:7-ELEVEN #411871829 N. WILSON WAY, STOCKTON, CA20744.SKAS NOTED03-25-20GUGGENHEIM PARTNERS, LLC3000 INTERNET BLVD., SUITE 570, FRISCO, TEXAS 75034PROTO 10-23-2019 <br />7043 SIP - RIGHT <br /> 6"x6" CIP CONCRETE CURB <br />1/4" / FT SLOPE TO DRAIN, TYPFD <br /> FLOOR DRAIN, ZURN 541, <br /> OR APPROVED EQUAL, <br /> TYP <br />FD <br />ALL INTERIOR SURFACE OF THE TRASH <br />ENCLOSURE ARE TO BE SMOOTH, SEALED <br />AND WASHABLE. APPLY ONE COAT EPOXY <br />FILLER/SEALER AND ONE COAT GLOSS <br />POLYUTHERANE <br />1/2" EXPANSION <br />JOINT, TYP <br />1/2" EXPANSION <br />JOINT <br /> GRADE BREAK <br />LINES, TYP. <br /> DRILL SLAB 3/4"Ø x <br /> 1-1/2" DEEP FOR CANE <br /> BOLT, TYP. EACH GATE <br />MUELLER METAL <br />ENCLOSURE DOOR <br />PROVIDE CONCRETE PAD IN FRONT OF <br />DUMPSTER ENCLOSURE ENTRANCE AND SHALL <br />BE CAPABLE OF WITHSTANDING A 20 TON <br />STATIONARY LOAD; REFERENCE CIVIL <br /> 6" DIA. STEEL PIPE <br /> FILL W/ CONC. PAINTED <br /> PER PAINT SCHEDULE <br /> 7/8" STUCCO SYSTEM, <br /> INSTALL PER MFGR <br /> RECOMMENDATIONS <br /> MFR. 8" CMU, <br /> SMOOTH FACE <br />CONC. FOOTING DESIGN BY <br />STRUCTURAL ENGINEER, <br />TYP. OF 4 <br />A1.4 4 <br />SIMILAR, <br />REVERSED, <br />NO DOOR <br />4 A1.4 <br />A1.4 <br />3 <br />A1.4 <br />5 <br />25'-4"12'-8"8"10'-0"2'-8"10'-0"8" <br />A <br />- <br />_____________________________________________________________ <br />2"x3" DOWNSPOUT <br />PAINTED (PT-4) <br />TO SPLASH BLOCK <br />25'-5 1/2"13'-3"2 DUMPSTER ENCLOSURE ROOF PLAN <br />3/8" = 1'-0" <br />3" DEEP GALV. N-DECKING <br />A <br />- <br />_____________________________________________________________1/4" PER FOOT SLOPE2"x2" OVERFLOW <br />1 DUMPSTER ENCLOSURE PLAN <br />3/8" = 1'-0" <br />- <br />6 <br />- <br />8 <br />- <br />71'-7"- <br />9 <br />SEE CIVIL PLANS <br />FOR CONTINUATION <br />6" SANITARY <br />SEWER PIPE <br />4'-8"3'-4"M.O.M.O.M.O.2"x3" DOWNSPOUT, <br />PAINTED (PT-4)1'-0"10'-6" <br />TYP. <br />3"10" <br />TYP.TYP.TYP.TYP. <br />- <br />9 <br />3 FRONT ELEVATION (SOUTH) <br />3/8" = 1'-0" <br />REF. A6.1 FOR EXT. <br />FINISH SCHEDULE <br />MUELLER METAL <br />GATES PER MATERIAL <br />SCHEDULE, SHEET <br />A6.1 - PAINTED PT-4 <br />PROVIDE 3/4" PVC <br />SLEEVES IN <br />CONCRETE. TYP. <br />5/8" X 24" S.S. CANE BOLT <br />AT EACH GATE. ALTERNATE <br />SIDES OF PANEL)2'-2"1'-0"1'-2"- <br />6 <br />7'-0"S.S.HANDLE <br />24 GA STEEL FASCIA <br />PAINTED (PT-1) <br />2"x3" DOWNSPOUT, <br />PAINTED (PT-4) <br />5 REAR ELEVATION (NORTH) <br />3/8" = 1'-0" <br />4 SIDE ELEVATION (WEST) <br />3/8" = 1'-0" <br />A SECTION <br />3/8" = 1'-0"8'-0"1'-2"7'-0"8'-0"24 GA STEEL FASCIA <br /> PAINTED (P-3) <br />8" CMU WALL, SEE <br />STRUCTURAL <br />3" DEEP GALV. N-DECKING <br />24 GA STEEL FASCIA <br />PAINTED (PT-1) <br />- <br />8 <br />24 GA GALV METAL GUTTER <br />TUBE STEEL BEAM <br />AROUND PERIMETER <br />REFER TO STRUCTURAL <br />STEEL TUBE POST & PLATE <br />REFER TO STRUCTURAL <br />TYP.PAINTED (PT-1) <br />FLOOR DRAIN <br />REFER TO CIVIL <br />FOR CONTINUATION <br />1 <br />2" EXPANSION JOINT <br />1/4"/FT SLOPE1/4"/FT SLOPE <br />- <br />7 <br />6"FOOTING <br />SEE STRUCTURAL <br />. <br /> 7/8" STUCCO, <br /> INSTALL PER MFGR <br />RECOMMENDATIONS, <br />PAINTED PT-4 <br />1'-2". <br /> 7/8" STUCCO SYSTEM, <br /> INSTALL PER MFGR <br /> RECOMMENDATIONS <br />2"X3" DOWNSPOUT, <br />DAYLIGHT TO GRADE <br />@ SPLASH BLOCK <br /> 7/8" STUCCO SYSTEM, <br /> INSTALL PER MFGR <br /> RECOMMENDATIONS <br />3'-0"W x 6'-10"H STEEL DOOR & <br />FRAME W/ ADA COMPLIANT <br />LOCKABLE HANDLE, <br />SCHLAGE OR EQUAL, PAINT <br />DOOR TO MATCH WALL (PT-4)3'-0"- <br />10 <br />DAYLIGHT AT GRADE TO <br />SPLASH BLOCK, SEE CIVIL <br />1-1/2" x 20 GA. GALV <br />STRAP @ 16" O.C. <br />3" DEEP METAL <br />DECKING, <br />SEE STRUCTURAL <br />7 FRONT FASCIA DETAIL <br />3" = 1'-0" <br />#10 SCREWS <br />SEE STRUCTURAL <br />FOR DECKING <br />ATTACHMENT <br />TUBE STEEL BEAM, <br />SEE STRUCTURAL <br />TUBE STEEL POST, <br />SEE STRUCTURAL <br />3-5/8" METAL TRACK <br />#10 SCREWS, <br />TYP OF 2 <br />#10 SCREWS, <br />TYP OF 2 <br />3-5/8" METAL TRACK <br />24 GA. GALV METAL FASCIA <br />3-5/8" METAL STUD @ 16" O.C. <br />24 GA. GALV. GUTTER <br />3-5/8" METAL TRACK <br />3-5/8" METAL STUD @ 16" O.C. <br />#10 SCREW @ 16" O.C. <br />2" x 3" DOWNSPOUT, <br />SEE 2/A1.4 <br />2" x 2" OVERFLOW <br />5"3"3" DEEP METAL <br />DECKING, SEE <br />STRUCT <br />TUBE STEEL BEAM, <br />SEE STRUCTURAL <br />TUBE STEEL POST, <br />SEE STRUCTURAL <br />SEE STRUCT FOR <br />DECK ATTACHMENT <br />#10 SCREWS, <br />TYP OF 2 <br />24 GA. GALV <br />METAL FASCIA <br />3-5/8" METAL TRACK, <br />TOP & BOTTOM <br />#10 SCREWS <br />24 GA. GALV FLASHING <br />FIT TO DECKING AND <br />SEAL COMPLETELY <br />24 GA. GALV <br />FLASHING FOLLOW <br />DECKING SLOPE <br />AND SEAL <br />COMPLETELY <br />#10 SCREWS <br />6 SIDE FASCIA DETAIL <br />3" = 1'-0"8 REAR FASCIA DETAIL <br />3" = 1'-0"1'-4 3/4"1 1/4"2 3/4"BASE PLATE, <br />SEE STRUCTURAL <br />3-5/8" METAL STUD <br />@ 16" O.C.2"1"1'-2"1'-2"3 1/4"VARIES1'-2"6"9 TYPICAL BOLLARD SECTION <br />1/2" = 1'-0"63642MINIMUM18 <br />DIAMETER <br />CONC. (MIN. 3000 <br />PSI @ 28 DAYS) <br />6" STEEL PIPE FILLED <br />W/ CONC. - SMOOTH <br />TROWEL CROWN TOP <br />CROWN <br />FOOTING <br />REINF'G TOP, <br />BOT. & MIDDLE <br />1" STL. BOTTOM <br />1/2" x 14" REBAR <br />ANCHORS THRU <br />PIPE BOTH WAYS <br />6" STEEL PIPE <br />PAINTED PER <br />PAINT SCHEDULE <br />6'-0"UPPER ALUM. BRACKET <br />LOWER ALUM. BRACKET <br />6" RD. STEEL SCHEDULE 40 <br />GALV. PIPE SHOWN <br />DASHED SET IN 18" CONC. <br />FOOTING; CONC. FOOTING <br />48" DEEP. <br />TOP OF STEEL PIPE <br />CONCRETE FILL TO BE <br />STRIKED OFF FLAT <br />10 GATE BOLLARD DETAIL <br />1/2" = 1'-0"1'-4"5'-8"1/2" STL BOTTOM <br />PLATE, WELDED3'-0"6"3'-6" MIN.1'-6" <br />1/2"x14" REBAR ANCHORS <br />THRU PIPE BOTH WAYS, TOP <br />MIDDLE & BOTTOM <br />CROWN FOOTING <br />BID SET 5/26/20