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FAI <br />#4x8" LONG DOWELS WELDED TO <br />STL COL. ra 16" O/C (TYP.) <br />#4x8" LONG DOWELS <br />WELDED TO STL COL. <br />rla 16" 0 / C (TYP.) <br />HSS 8"x4"x5/8" <br />STL. COL. <br />#4x8" LONG DOWELS <br />WELDED TO STL COL. -_ <br />fd 16" O/C (TYP.) <br />GRADE <br />(SEE CIVIL PLANS) <br />VERIFY HEIGH <br />AT FIELD <br />8" CONC BLOCK WALL <br />EXISTING SLAB <br />CL COL <br />AND WALL <br />(8) 3/4" x 8" <br />NELSON STUDS <br />1 " STL. <br />TOP PLATE <br />VERIFY HEIGH -L <br />Al FIELD <br />I I <br />HSS 8"x4"x5/8" <br />STL. COL. <br />TOP PLATE <br />SIDE VIEW <br />HSS 8"x4"x5/8' <br />STL. COL <br />1 " STL.— <br />TOP PLATE <br />(8) 3/4" x 8" <br />NELSON STUDS <br />TOP PLATE <br />TOP VIEW <br />#4x8" LONG DOWELS WELDED TO <br />STL COL, fco 16" O/C (TYP.) <br />NEW SLAB <br />STEEL COLUMN / BASE PLATE SCHEDULE <br />MARK <br />COLUMN SIZE <br />BASE PLATE <br />ANCHOR <br />BOLT <br />REMARKS <br />A <br />I B <br />I T <br />E <br />D <br />HSS 8"x4" <br />12" <br />16" <br />1 1/2" <br />13" <br />1" <br />GALV. <br />,/0" <br />1 '/2" NON SHRINK <br />GROUT & BED <br />SEE PLAN <br />BASE PLATE DETAIL <br />N.T.5. <br />STEEL COLUMN DETAIL IN CMU WALL <br />SCALE: N.T.S. <br />O <br />COMPACTOR <br />(SEE MANUF. SPECIFICATIONS <br />FOR CONNECTION) <br />NEW 3000 PSI 6" CONCRETE EQUIPMENT PAD (10'-0 <br />W"x5'-0" GREATER THAN THE LENGTH OF THE <br />COMPACTOR -VERIFY) <br />w/#5 REBARS Id 12" O/C EACH WAY rd MID. DEPTH <br />(PAD IS FLUSH w/THE SURROUNDING GRADE) <br />PLAN VIEW <br />COMPACTOR CONC, PAD SLAB <br />SCALE: N.T.S. <br />COMPACTOR <br />(SEE MANUF. SPECIFICATIONS <br />FOR CONNECTION) <br />NEW 3000 PSI 6" CONCRETE EQUIPMENT PAD (10'-0 <br />------------------------------W"x5'-0" GREATER THAN THE LENGTH OF THE <br />I COMPACTOR -VERIFY) <br />fd 12" O/C EACH WAY 5 MID. DEPTH <br />1 w/THE SURROUNDING GRADE) <br />SECTION <br />SECTION 0)-(& <br />SCALE: N.T.S. <br />CONCRETE RASE DETAIL AT COMPACTOR <br />SCALE: N.T.S. <br />H <br />,A" TVD A(`I LJnnV z <br />8"x8" BLOCK BOND I <br />w/(1) #5 C <br />8"x16" TIE BEAM (TI <br />(SEE PL, <br />ERT. R <br />CONCI <br />fa 32" <br />:;RETE <br />TING. <br />#7 VERT. REINF. <br />IN CONCRETE <br />FILLED CELL <br />na 32" 0/0 <br />rYP. BLOCK WALL REINFORCEMENT <br />SCALE: N.T.S. <br />GRADE <br />(SEE CIVIL PLANS) <br />TAYLAN KALKAN, P.P. <br />ENGINEERING PLUS <br />FL. P.E. # 67349 & C.A. # 26538 <br />19528 SEDGEFIELD TERRACE <br />BOCA RATON, FL 33498 <br />(561) 756 4106 (561) 479 3743 fax <br />Pro j. Mgr. <br />JU <br />Job. Capt. <br />SG <br />Drawn by <br />JT <br />RON <br />BARR, <br />A.I.A. <br />Rev'd by <br />STATE OF FLORIDA <br />RB <br />AR 0016160 <br />o N <br />U <br />o <br />Z <br />U w <br />O <br />O <br />W <br />ZZz <br />Q <br />~ <br />U p W} <br />S� <br />S <br />U O m <br />¢ p <br />¢ O O U <br />W <br />F <br />W m <br />m U <br />FW <br />F 2 <br />O <br />O� m <br />W <br />6 <br />m W o <br />o= <br />u�, o a <br />W o <br />Z 1- <br />W W <br />0 W H <br />} Z <br />Z U W <br />OU } z <br />WW> In <br />Z) z <br />a0 F O <br />Ii zd ~ <br />O <br />z <br />o <br />m 0 <br />�, j <br />2 1 <br />a <br />Z= 3: <br />r <br />a 0 <br />O Z <br />'a O <br />O z: =O <br />Z� <br />U <br />O O} <br />O <br />z U <br />~ <br />d W OU <br />Ow <br />Y z <br />m¢ <br />z 10 <br />N w <br />w W <br />a W X. <br />p W F <br />p} <br />W <br />a Ua <br />?� z <br />u O <br />W <br />K <br />a d <br />s <br />Z R <br />z O O <br />W H W <br />W Z <br />O tq <br />U W <br />Z) <br />Z <br />Z U= <br />O 0 <br />w p 2 <br />Z U 0 <br />= z m z <br />= U= <br />0O W W <br />�- U <br />a W a <br />a <br />z S m <br />z <br />z z z a <br />© COPYRIGHT 2012 <br />BARR ARCHITECTURAL STUDIO <br />Revialons: <br />1� GENERAL REVISIONS (09/30/2013) <br />Z2 AS BUILT (04/24/2014) <br />CADFILE No. <br />!o <br />a <br />M <br />a <br />M <br />O <br />� <br />M <br />w <br />O <br />W <br />O <br />N <br />H <br />Sheet Title <br />Scale: <br />Date: <br />5-5-2014 <br />Project No. <br />12-027 <br />L <br />O <br />Noma <br />0 <br />N <br />2 <br />co <br />(0 <br />C <br />M <br />0) <br />N <br />c <br />o <br />N <br />� <br />c <br />c <br />� <br />NC <br />U <br />N <br />� <br />w+ <br />> <br />cu <br />0 <br />N <br />N <br />a <br />E <br />L <br />O <br />O <br />i <br />00 <br />c <br />O <br />r <br />U <br />� <br />N <br />(0 <br />Lo <br />0)rn <br />� <br />U^+ <br />T <br />T_ <br />W <br />Q. <br />U <br />L <br />co <br />Sheet No. <br />S...12 <br />