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<br />EXISTING W12x40— ow im rJ3
<br />In CID x
<br />STEEL BEAM V,I,F, x
<br />IL- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
<br />. .........fll.............. - - - - - - - - - - - - - - - - - - - - - -IYIIYI�- - - - - - 4=:,:
<br />......... . . . . . . . . . . .
<br />I ' --- — — — — — — — — — —
<br />0 0 now 0 m on" NO W`1_8_x5_0__�TEiL BEAM
<br />t-- - - - - - - - - - - -
<br />W18x50 STEEL BEAM TYP',
<br />NEW HSS 6"x6"xi/2
<br />NEW HS'S 6"xiS"xl/2" NEW HSS 6"X16"x1/2" STEEL, TUBE COLUMN
<br />STEEL TUBE COLUMN STEEL TUBE COLUMN 77. SEE DETAIL 1 & 2/S-2 FOR
<br />STL, BASE PLATE INFO,
<br />8 . .. . ................ 31'-2"
<br />SEE DETAIL I & 22 FOR V. 1. P, T 1. F,
<br />STIL, 1I PLATE INFOI
<br />6"x16 GA VERT, METAL
<br />FRAME (a 16" O/C
<br />BETWEEN STEEL STRI (TYP,)
<br />NEW HSS 2"x6"XI/4"
<br />STEEL TUBE BEAM
<br />ABV, NEW PARAPET
<br />ENTRY FEATURE FRAMING PLAN
<br />(LEVEL 1)
<br />SCALE 3/16"0'-0'!
<br />NEW HSS 4"x4"x1,/4"
<br />STEEL TUSE COLUMN
<br />i0i Ld= I , W 0-01
<br />8'-8 " 17
<br />HSS 4`x4"x1/4`
<br />ZNEW HSS
<br />Lu
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<br />K
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<br />NEW HSS 4"'x4"x1/4"
<br />STEEL TUBE COLl
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<br />TYP
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<br />NEW HSS 4`x4"0/4"
<br />7'-10"
<br />71-101,
<br />7'-10"
<br />7'-10
<br />STEEL TUBE COLUMN V.I.F.
<br />VILF,
<br />V.I.F.
<br />V" F.
<br />NEW HISS 4`x4"x1/4"-
<br />STEEL TUBE COLUMN
<br />EXISTING STIL, BEAM
<br />TO REMAIN
<br />EXISTING STL, BEAM— I
<br />TO REMAIN
<br />EXISTING STL,
<br />TO REMAIN
<br />EXISTING STIL, BE
<br />TO I
<br />hi, m
<br />ENTRY FEATURE FRAMING PLAN
<br />(LE"V"EL 110
<br />SCALE 3/16".V-0"
<br />EXISTING CONC./STL,
<br />BEAM TO REMAIN
<br />.............
<br />......... .
<br />[REMOVE EXISTING REMOVE ''REMOVE EXISTING STL.
<br />STL_: COL: EXISTING STL,
<br />BEAM
<br />DEMOLITION PLAN
<br />- - - - ---------
<br />SCALE
<br />NEW HSS 4"x4"x1/4"
<br />STEEL TUBE COLUMN
<br />EX, SLAB
<br />STL, TUBE COL,
<br />(SEE PLAN)
<br />14"04"'x1 11/2" STL:
<br />BASE PLATE (SEE OTIL.
<br />2/S-2)
<br />I h" NON: SHRINK
<br />GROUT & BED
<br />NEW
<br />HSS 4"x4"014"
<br />W1801 S"
<br />STEEL
<br />TUBE COLUMN
<br />BEAM
<br />IS
<br />1 7
<br /><
<br />Lu
<br />Cal
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<br />uJ
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<br />u-'I
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<br />STEEL
<br />TUBE COLUMN
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<br />NEW HSS 4"x4"x1/4":/
<br />STEEL TUBE COLUMN
<br />V11F.
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<br />1/4"
<br />STEEL TUBE COLUMN
<br />W1801 STEEL BEAM
<br />"Oom a m WAN
<br />--------- --------
<br />7'-10"
<br />0 V
<br />V, r F.
<br />,TYP,
<br />METAL FRAME IN -FILL
<br />ENTRY FEATURE FRAMING" PLAN
<br />NEW HSS 4"x4"x1/4`
<br />STEEL TUBE COLUMN
<br />(LEVEL 11)
<br />SCALE : 3/16"0'-0"
<br />NEW HSS 4"x4"x1/4"--\
<br />STEEL TUBE COLUMN
<br />----------
<br />NEW
<br />HSS 4"X4"XI/4"
<br />STEEL
<br />TUBE COLUMN
<br />x
<br />x
<br />x
<br />x
<br />SLOPE
<br />103
<br />NEW
<br />HSS 4"x4"x114"---w-
<br />STEEL TUBE COLUMN
<br />x
<br />%X
<br />ox
<br />U)
<br />STEEL
<br />TUBE COLUMN
<br />II II I;I II
<br />II II
<br />-x
<br />x
<br />HSS
<br />4 x4 x 1 /4
<br />NEW HSS 4"x4`x1/4"'
<br />L
<br />V.I.F.
<br />STEEL TUBE COLUMN
<br />NEW
<br />HSS
<br />4"x4"x1/4"
<br />STEEL
<br />TUBE
<br />COLUMN
<br />(4) 1" STAINLESS STEEL
<br />THREADED ROD "P1554
<br />GRADE 36" MINr 12"
<br />EMBEDMENT INTO EX,
<br />CONCRETE IN SIMPSON
<br />SET ADHESIVE INJECTION!
<br />EPDXY SYSTEM OR
<br />EQUAL
<br />r-- EX, SLAB
<br />` EXISTING FTO,
<br />SECTION AT STEEL COLUMN BASE
<br />SCALE: N.T.$.
<br />BUILD-UP ROOF (VERIFY) ON APA
<br />40/20, 19/32" COX EXP, 41 FIRE
<br />RETARDANT TREATED PLYWOOD
<br />SHEATHING ATTACHED TO THE METAL
<br />FRAME W/ S-12 COATED #12 SCREWS
<br />`U 4" O.C. THRU-OUT (TYP,)
<br />6"x18
<br />GA MTL JOISTS 101 16"
<br />C/C
<br />BETWEEN HSS FRAME
<br />(TYP, AT PEAK)
<br />HSS 4`x4"x1/4" H,SS 4"x4"xd/4-"I HSS 4"x4"xl/4"
<br />II II UI lil II II II II II II Il II P II II II II
<br />II II 19 lil II II III II II II II II II' II II II II
<br />HSS 4"x4"x1/4"
<br />I II III II II II
<br />II II I'I II II ll
<br />II II IV lil II II
<br />II II RI III I II
<br />II II II II II II If II II II II
<br />II II II II II II IP II II II. II
<br />II II I'I II II II
<br />II II UI fl 11 II
<br />HAS 4' x
<br />HSS 4"x4"
<br />SS 4' x 4 xi/4" mm4"x4
<br />-
<br />x 1 4
<br />- -------------
<br />V.11F,
<br />IT,
<br />v, I. F,
<br />Yp'
<br />,T
<br />ENTRY FEATURE FRA M I N G P L AC,
<br />(L E VE'L I V) I
<br />11"A"
<br />SEE PLAN FOR
<br />STL, COL, SIZE
<br />AND LOCATION
<br />I_
<br />z
<br />o Lu
<br />uJ
<br />16"x1 1/2" STL.
<br />E PLATE
<br />�E DETAIL FOR
<br />ANCHOR BOLT DETAII,
<br />BASE PLATE DETAIL & ANCHOR BOLT DETAIL
<br />SCALE : 3/16"z1'-10"
<br />5/16"0"0"
<br />PLATE WASHERS
<br />NEW HSS 4"x4`x1/4`
<br />STEEL TUBE COLUMN
<br />N.Q_T_L
<br />ALL THREADED RODS F1554 GRADE 36
<br />ALL STEEL PLATES TO BE ASTM A38,
<br />1/4" FILLET WELDS, ALL AROUND FOR PLATE
<br />AND COLUMN CONNECTIONS.
<br />ALL BOLT HOLES TO BE 1 1/8"0 FOR 1"0 BOLTS,
<br />MIN. EDGE DISTANCE TO BE 2"
<br />STEEL COLUMN TO BE CONCENTRIC ON
<br />PLATE (SEE WHERE DIFFERENT)
<br />SCALE: NTS.
<br />TAYLAN KALKAN, P.E.
<br />ENGINEIMG PLUS
<br />FL. P1 11167,349 & C.A. # 26538
<br />JC4 19528 SEDGEMD TMMCE
<br />BOCA PATON, Ft 33498
<br />07IV411 (561)7564106 (561)4793743Ifax
<br />Prof Mgir:
<br />Job Capt:
<br />Drams
<br />l4evi'd by:
<br />RON BARR, AIA STATE OF FLORIDA
<br />AR 0016160
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<br />0 COPYRIGHT 2012
<br />BARR ARCHITECTURAL STUDIO
<br />Sheet Title:�
<br />ENTRY
<br />FEAUTURE
<br />FiqAMING
<br />Scale:
<br />Date: Sheet No:
<br />2/5/2013
<br />Project. No.: Admi
<br />mmr_mm
<br />M2
<br />
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