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METAL COPING WITH <br />INTEGRATED FLASHING <br />GROUT, SOLID <br />VERTICAL REINFORCING <br />8" CONCRETE CMU BLOCK, PTD. -'1-1 <br />n <br />6" STEEL BOLLARD <br />42" HIGH <br />1/2" EXPANSION JOINT <br />MATERIAL <br />I I <br />ED <br />4 <br />FASTENERS <br />7/8" CEMENT PLASTER <br />WITH FINISH COAT <br />SELF FURRING LATH <br />FASTENED TO CMU <br />BLOCK <br />-#5 VERTICAL @ <br />32"OC IN SOLID <br />GROUTED CELLS. <br />-F'M =1500 PSI = <br />GROUT STRENGTH o <br />3000 PSI <br />42' LAP SPLICE <br />(3)-#5 CONT., ( 2 BOT), <br />(1) TOP <br />4 <br />A <br />61/ <br />" <br />9" <br />5 <br />A-03 <br />1/2" <br />O <br />N <br />1 <br />(TYP) <br />a <br />/2 <br />3" <br />/4" <br />( <br />3/4" <br />PICAL <br />3/8"0 BOLTS <br />(TYP) <br />2'-8" <br />�1 <br />c <br />GATE LATCH, TYP. <br />SCALE. 3 1 0 WS TRASH <br />NOTES <br />1.3" X 3" SQUARE STEEL TUBE W/ DRIVE ON CAPS <br />2.1 1/2" X 1 1/2" SQUARE STEEL TUBE. SHOP WELD ALL JOINTS. <br />3. 5/8"ADJUSTABLE HINGE. (TYPICAL 4 LOCATIONS). <br />4.6"X 2" X 1/2" FLAT HINGE TAB EXTENDED THROUGH AND WELDED TP POST & BACK. <br />5. ADJUSTING NUTS AND WASHERS. <br />2 <br />co _ <br />ADJUSTABLE <br />HINGE DETAIL, TYP. <br />HINGE TAB <br />DETAIL <br />VENEER WALL <br />SCALE. 3 1 0 <br />WS TRASH <br />SCALE. 3 = 1 - 0 <br />WS <br />TMSH <br />1 1/2" DIA. x 1/2" SPACER <br />3/8" DIA. BOLT <br />1 1/2" x 1 1/2" STEEL TUBING <br />1" x 8" NOM. LUMBER <br />10" x 1 1/2" x 3/8" STEEL PLATE <br />30" LATCH LEVER <br />(2'-8" x 1 1/2" x 3/8" STEEL PLATE) <br />3/8" DIA. BOLT <br />1 1/2" DIA. x 1/2" SPACER <br />3/8" DIA. BOLT <br />1 1/2" x 1 1/2" STEEL TUBING <br />1" x 6" NOM. LUMBER <br />10" x 1 1/2" x 3/8" STEEL PLATE <br />30" LATCH LEVER <br />(2'-8" x 1 1/2" x 3/8" STEEL PLATE) <br />3/8" DIA. BOLT <br />1 1/2" DIA. x 1/2" SPACER <br />1 1 /2" x 1 1 /4" x 3/8" PLATE <br />WELDED TO FRONT AND REAR <br />PLATES. MAYBE WELDED TO <br />SPACER. <br />31 <br />".1 <br />1= 0.77 WALL SECTION CMU WALL GATE LATCH DETAIL TYP. <br />WIND PREssuRE= 41.1 PSF ., _ . .. GATE LATCH D ETA I L TYP <br />SCALE. 3/4 - 1 - 0 WS TRASH SCALE: " = 1 '- _ 5 <br />3 0 WS TUSH SCALE. 3 1- 0 WS TUSH <br />z <br />z <br />z <br />a <br />J <br />a <br />W <br />Q <br />IL <br />945 N. PENNSYLVANIA AVENUE <br />WINTER PARK, FLORIDA 32789 <br />OFFICE: (407) 629-1188 <br />FAX: (407) 388-1220 <br />WWW. ADCINTERNATIONAL.NE <br />STATE OF FLORIDA AR-0094103 <br />MOHAMED SHALABY, R.A. AA-CO01315 <br />Architect a Seal/Signature <br />Construction Documents for: <br />B O� AM MCA <br />at: <br />ZEPHYRHILLS DUMPSTER <br />PAD & ENCLOSURE <br />5632 GALL BOULEVARD <br />FT. LAUDERDALE, FLORIDA 33542 <br />Issue Date & Issue Description Drawn By Checked By <br />!—\ Date & Delta Description Drawn By Checked Byl <br />06/23f11_ --- -DRL AS <br />PERMIT_ SET__ --_ <br />Client Information <br />C.B. RICHARD ELLIS <br />100 N. WESTSHORE, 2ND FLOOR <br />TAMPA, FL. 33609 <br />OFFICE: 813-384-3670 <br />CONTACT: NICOLE GLASS <br />Project Number <br />11158 <br />CAD File Name <br />BOA- ZEPHYRHILLS DUMSTER PAD & ENCLOSURE <br />Description <br />MISC. DETAILS AND SECTION <br />Scale <br />AS NOTED <br />