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METAL COPING WITH <br />INTEGRATED FLASHING <br />GROUT, SOLID <br />VERTICAL REINFORCING <br />8" CONCRETE CMU BLOCK, PTD. <br />n <br />6" STEEL BOLLARD <br />42" HIGH <br />1/2" EXPANSION JOINT <br />MATERIAL <br />ZD <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 9 <br />3000 PSI <br />42' LAP SPLICE <br />WALLSECTION @ CMU WALL <br />SCALE. 3/4„ — 1'- 0 WS TRASH 6 <br />1 <br />4 <br />A-03 <br />61/ <br />" <br />9" <br />r5k"16, <br />A-03 <br />1/2" <br />U6 <br />O <br />N <br />� I <br />ol 1 1 <br />(TYP) <br />F J <br />I <br />Q <br />/2 <br />I <br />3" <br />/4" <br />3/4" <br />PICAL <br />( <br />3l1 0 BO <br />(TYP) <br />T <br />GATE LATCH, TYP. <br />SCALE. 3 1 0 6—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 />2 <br />HINGE TAB <br />DETAIL <br />VENEER WALL <br />SCALE. 3 1 0 <br />WS TRASH <br />SCALE. 3 1 0 <br />WS_TRASH <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 />GATE <br />LATCH <br />'- <br />DETAIL TYP. <br />4 <br />GATE LATC <br />'- <br />SCALE: 3" = 1 0" <br />WS TR�SH <br />SCALE: 3" <br />= 1 0" <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. MAY BE WELDED TO <br />SPACER. <br />31 <br />WS H DETAIL �STYP. 5 <br />TUFM DESIGN <br />945 N. PENNSYLVANIA AVENUE <br />WINTER PARK, FLORIDA 32789 <br />OFFICE: (407) 629-1188 <br />FAX: (407) 388-1220 <br />WWW. ADCINTERNATIONAL.NET <br />RATIVE <br />2011 <br />STATE OF FLORIDA AR-0094103 <br />MOHAMED SHALABYI R.A. AA-0001315 <br />Architect • Seal/Signature <br />Construction Documents for: <br />B 011F ANIMCA <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 />FEDate & Delta Description Drawn By Checked By <br />06 23 11 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 />