|
5/16" PL STIFFENER U BACK SIDE OF
<br />WEB LINING WITH CENTERLINE OF
<br />CONNECTION, ATTACH w/ 1/4" FILLET
<br />WELD ALL AROUND
<br />@
<br />(3) 3/4" DIA, A325
<br />THRU BOLTS
<br />(T Y P1 @
<br />STEEL BEAM
<br />(2) L 6`xFULL DEPTHx3/8" MAX,
<br />SHEAR DOUBLE STILI, ANGLE
<br />"'—(3) 3/4" DIA, A325
<br />THRU BOLTS (TYPI
<br />STEEL BM/�TEEL BM CONNEC"TION
<br />SCALE; N.T,S,
<br />5/8" PL STIPPNER � COL, CIL
<br />AT BEAM BRG. POINTS OVER_ 12" x 12"x 1 1/4" 'TOP PLATE
<br />STEEL COLUMNS 1/4" FILLET WELDS
<br />ALL AROUND BEAM
<br />TO TOP PLATE
<br />STEEL BEAM STEEL BEAM
<br />(SEE PLAN) ISEE PLAN)
<br />E70XX TYP;1/4 NL dv I/ 4- �
<br />L 6"'x8"x3/4"x12" LONG E70XX TYP,
<br />,\\:L &"x8"x3/4"x12" LONG
<br />w/1/2" STIFF, PLATES a w1112` STIPP. PLATES I*
<br />BOTH ENDS & CENTER BOTH ENDS & CENTER
<br />OF STL, COL., OF STI, COL,
<br />HSS STL. TUBE COL,
<br />(SEE PLAN)
<br />TION AT STEEL COLUMN (MIDD.LE1
<br />SCALE: N.T.S.
<br />CONT, 169a VERTITR
<br />(2) #12 SELF DRILLING SCR
<br />AT EACH -'
<br />W/ MIN, Y4" EDGE DISTA
<br />3X`x16ga METAL STUDS a 16"
<br />(21 #12 SELF DRILLING SCREWS
<br />AT EACH STUD
<br />wl MINI, 3/4", EDGE DISTANCE
<br />CONT 16ga VERTITRI
<br />SECTION
<br />INFILL AT STEEL BEAM
<br />SCALE: N,T,S,
<br />A
<br />-STEEL SEAM
<br />(SEE PLANI
<br />ATTACH VERTITRACK TO STL. BEAM
<br />w/(21 0,145 DIlk PAF WITH FULL
<br />PENETRATION TO THICKNESS 0 12"
<br />O/C AND 3" AWAY FROM ENDS.
<br />NEW HSS 2"x6"x1/4"
<br />STEEL TUBE BEAM
<br />4
<br />CONNECT HSS 'TUBES CONNECT HSS TUBES
<br />w/L4"x4"x1/4" ANGLES w/1-4"x4"XI/4" ANGLES
<br />BOTH SIDES BOTH SIDES
<br />NEW HSS, 4"x4"xl/4"
<br />STEEL TUBE BEAM
<br />1YP, SHEATHI
<br />5 A- - 09-u-Ta
<br />NEW HSS 4"x4"x1/4` 6"x16 GA VERT, METAL 8" GP DENS GILASS GOLD
<br />FRAME R2 16" O/C I GYPSUM SHEATHING OR
<br />STEEL TUBE BEAM (SEE DFOR
<br />ET, 3 & 4/S-3� EQUAL TO 16 GA 16" O/C
<br />CONNECTIONS WALL STUDS WITH 410xI
<br />(TYP,) 1/4" TYPE(S) S-12 COATED)
<br />BUGLE HEAD SCREWS 3/8'
<br />FROM ENDS AND EDGES
<br />AND AT 4" 0/0,
<br />PROVIDE 7/8"
<br />PROVIDE 7/8" DIA, HOLES DIA, HOLES FOR
<br />FOR 3/4" DIA. BOLTS rd 3/4" DIA, BOLTS
<br />0 12"' O/C WITH
<br />12" O/C WITH MINIMUM 6" MINIMUM 6"
<br />EMBEDMENT INTO CONC, 12" 12 2 EMBEDMENT
<br />INTO
<br />CCNC,
<br />TYP, TYRI
<br />174-4
<br />8"x8"x1/2"x
<br />C 0 NT, STL,
<br />/ TOP PLATE
<br />Z
<br />7z
<br />CONNECT HSS TUBES I/X/ CONNECT HSS TUBES
<br />vv/L4`x4"x1/4" ANGLE- A ✓w/L4"x4"x1/4" ANGLES
<br />BOTH SIDES BOTH SIDES
<br />7 EXISTING
<br />CMU
<br />WALL
<br />8 SIDE PARAPET WALLS
<br />SCALE: INIT.S.
<br />PROVIDE 7/8" D,IA,
<br />HOLES FOR 3/4"
<br />D1A, BOLTS WITH
<br />10
<br />............. .6 MINIMUM G"
<br />EMBEDMENT INTO
<br />4 CONC,
<br />0 0
<br />L, COL, L 8"x8"x1/2"x 22"
<br />PLAN) ZLONG STL, TOP
<br />BOTTOM PLATE PLATE
<br />(TOP VIEW)
<br />NOTE:
<br />- ALL EXPANSION BOLTS TO BE HILTI KWIK BOLT III OR EQUAL
<br />- ALL THRU BOLTS TO BE ASTM A325.
<br />- ALL STEEL PLATES TO BE ASTM A36,
<br />- 1/4" FILLET WELDS, ALL AROUND FOR PLATE
<br />AND COLUMN CONNECTIONS,
<br />. ALL BOLT HOLES TO BE 7/8"0 FOR 3/4''0 BOLTS,
<br />- MIN, EDGE DISTANCE TO BE 2"
<br />STEEL COLUMN TO BE CONCENTRIC ON PLATE
<br />ALL STEEL COMPONENTS SHALL BE GALVANIZED
<br />1 /4'
<br />STL, COL,
<br />(SEE PLANI
<br />12" . 111.61,1111 .. 2" 1
<br />PROVIDE 7/8" DIA,
<br />L 8"x8"x1/2"x 24 HOLES FOR 3/4" DIA.
<br />ZLONG STL, TOP BOLTS WITH MINIMUM 6"
<br />PLATE EMBEDMENT INTO CONC,
<br />BOTTOM PLATE
<br />(SIDE VIEW)
<br />STL, COL,-,!
<br />(SEE PLANI
<br />L 8"x6`x1/2`x 24"
<br />LONG STL, TOP 4" 14"
<br />PLATE �
<br />z
<br />00
<br />EXISTING
<br />CONC, BEAM
<br />BOTTOM PLATE
<br />(SECTION)
<br />TYP. STEEL COLUMN TO TOP OF CMU WALL CONN.
<br />SCALE : N,T-S,
<br />INSTALL STUDS :Y4," SHORT ra HEAD
<br />INTO TRACK TO ALLOW FOR
<br />VERTICAL DEFLECTION
<br />CONT, 16ga TRACK
<br />6" GA., CONT, TRACK
<br />?)I 1/81' DIA, RAMSET
<br />'DER DRIVEN
<br />rENERS ra 6" O/C
<br />ACH METAL STUDS TO
<br />CK vv/(2) 012-14 METAL
<br />EW TO BOTH SIDES
<br />1 0 EACH
<br />PISECTION)
<br />12 GA, 6"x6" CLIP ANGLE w(2)
<br />DIA, RAMSET POWDER DRIVEN
<br />FASTENERS & (4) #12-14 METAL
<br />SCREWS TO EACH STUD (TYP. AT
<br />TOP BOTTOM OF EACH STUD)
<br />6'x16ga METAL STUDS ra 16" C/C
<br />METAL STUD CURTAIN WALL CONN. DETAIL
<br />SCALE: N.T.S.
<br />NEW HSS 2"x6"xl/4"
<br />STEEL TUBE BEAM
<br />6", 16" GA,, CONT.
<br />CONNECT HSS TUBES
<br />W/(2) 1/8" DIA. P
<br />w/L4`x4"x1/4" ANGLES
<br />POWDER
<br />BOTH SIDES
<br />FASTENERS 0
<br />ATTACH METAL STI,
<br />TRACK w/(2) #12.14
<br />TYP. H ATHING, NOTE
<br />SCREW TO BOTF
<br />5/8" GP DENSGILASS GOLD
<br />(TYP, rt
<br />GYPSUM SHEATHING OR
<br />INTERSE
<br />EQUAL TO 16 GA 16" O/C
<br />WALL STUDS WITH 410xI
<br />4" TYPE(S), S-12 COATED
<br />,
<br />1"16" GA., CONTTF
<br />BUGLE HEAD SCREWS 3/8"
<br />,
<br />W/(2) 1/8" DIA. RAME,
<br />FROM ENDS AND EDGES
<br />POWDER DRIVEN
<br />AND AT 4" O/C,
<br />FASTENERS 0 6" 0/
<br />ATTACH METAL STUD
<br />TRACK Vv/(2) 412-14 P
<br />6"06 GA VERT, METAL
<br />SCREW TO BOTH SIC
<br />FRAME IM 16" O/C
<br />(TYP, R2 EACH
<br />(SEE DET, 3 & 4/S-3 FOR
<br />INTERSECTION)
<br />CONNECTIONS
<br />(TYP.)
<br />6'x16ga METAL STUD;
<br />II
<br />I
<br />CONT, 16ga TI
<br />CONNECT HSS TUBES
<br />w/L4"x4"x1/4" ANGLES
<br />E30TI-I SIDES
<br />II
<br />L 8`x8"x1/2`x
<br />CONT, STL,
<br />TOP PLATE
<br />STEEL BEAM/STL. ANGLE
<br />(SEE PLANI
<br />PROVIDE 7/8"
<br />DIA, HOLES FOR
<br />3/4" DIA, BOLTS
<br />Ja 12" 0/ C WITH
<br />MINIMUM 6`
<br />EMBEDMENT INTO,
<br />QONC,
<br />METAL STUD CURTAIN WALL CONN. DETAIL
<br />./I
<br />EXISTING
<br />WCMUL 4 SCALE: N,T.S.
<br />ALL
<br />SECTION A —A
<br />BUILD-UP ROOF (VERIFY) ON APA
<br />40/20, 19/32" CDX EXP, #1 FIRE
<br />RETARDANT TREATED PLYWOOD
<br />SHEATHING ATTACHED TO THE METAL
<br />FRAME W/ S-12 COATED #12 SCREWS
<br />(a 4" O,C, THRU-OUT (TYP.)
<br />6"x18 GA MTL JOISTS IIM 16"
<br />O/C BETWEEN HSS FRAME
<br />(TYP, AT PEAK)---\
<br />42'-0" T.O. PARAPET
<br />(LEVEL I'M (VERIFY)
<br />HoRz, Hss 4"X4"xi/4 STEEL -
<br />TUBE CONT, OVER PARAPET
<br />(SEE PLAN)
<br />STEEL STUB COLUMN --
<br />(SEE PLANI)
<br />L 3"x3"x1/4BRACE AT-------.
<br />FRONT FACE BETWEEN:
<br />EACH STL. COL. SIMILAR
<br />TO SIDE ELEV, (TYP,)
<br />STEEL STUB COLUMN--------_,
<br />(SEE PLANI
<br />STEEL
<br />BEAM (SEE PLAN)--
<br />(
<br />111)
<br />6" T,O,
<br />(VERIFY)
<br />STEEL BEAMLE"VEL
<br />PL 1/4"x8"x8" (TYP1-
<br />PL 1/4`x6"x8" iTYP,)-
<br />L 3"0"xl/4" BRACE AT -
<br />FRONT FACE BETWEEN
<br />EACH STL, COL, SIMILAR
<br />TO SIDE ELEV. (TYP,)
<br />L 3`0"xl/4" BRACE (TYP,)
<br />STEEL STUB COLUMN -
<br />(SEE PLAN)
<br />23'-Q" T,O, STEEL BEAM
<br />(LEVEL 11) —(V E- R IF —Y)
<br />TYPHIE AT IN �TE
<br />5/81, GP DENSGILASS GOLD
<br />GYPSUM SHEATHING OR
<br />EQUAL TO 16 GA 16" O/C
<br />WALL STUDS WITH #10x1
<br />1/4" TYPE(S) S-12 COATED
<br />BUGLE HEAD SCREWS 3/8"
<br />FROM ENDS AND EDGES
<br />AND AT 4" 0/0,
<br />PL 1/4"x8"x8" (7YP.)-
<br />L 3"x3"x1/4" BRACE (TYP.1
<br />L 3"0"x1/4" BRACE AT
<br />FRONT FACE BETWEEN
<br />EACH STL, COL. SIMILAR
<br />TO SIDE ELE-V, (TYP.)
<br />STEEL STUB COLUMN
<br />(SEE PLAN)
<br />STEEL BEAM
<br />(SEE PLAN)
<br />SLOPE—>
<br />�flx1 A VERT, AL
<br />F R\E ra 16' C
<br />TYP.)
<br />HSS
<br />4"x4"x1/4"
<br />STIL,
<br />BRACE
<br />1/4",
<br />X1 A VERT, R T, TAL
<br />FR\E 16'//C
<br />(TYP
<br />(
<br />LE
<br />IVEL
<br />1(VERIFYIT.0, STEEL BEAM
<br />TJ
<br />I
<br />I
<br />�,
<br />d/
<br />1-7.7.77.7.7.7
<br />TYP, METAL TRACK
<br />'17
<br />_--QgNN.
<br />6", 16" GA., CONT, TRACK W/(2) 1/8" DIA,
<br />RAMSET POWDER DRIVEN FASTENERS 6"
<br />O/C ATTACH METAL STUDS TO TRACK
<br />w/(2) 012�14 METAL SCREW TO BOTH
<br />STEEL BEAM
<br />SIDES (TYP, ra EACH INTERSECTION)
<br />(SEE PLAN)
<br />CONC. FILLED STEEL
<br />6`x16 GA METAL FRAME 0
<br />COLUMN (SEE PLAN)—�,
<br />16" C/C FOR CEILING
<br />SUPPORT (SEE PLAN)
<br />CONCRETE FILLED STEEL COLUMNS SHALL HAVE
<br />SOLID BOTTOM AND, TOP PLATES CUTOUT PLATES
<br />ARE NOT ACCEPTABLE, FILL WITH CONCRETE
<br />PRIOR TO PLACING PLATES,
<br />ALL FIELD BOLTS AND WELDS TO THE SHOP
<br />COAT SHALL BE SPOT PAINTED OR TREATED
<br />WITH THE MATERIAL USED FOR THE SHOP COAT,
<br />OR AN EQUIVALENT TO THE SHOP COAT, AFTER
<br />REMOVAL OF ALL OBJECTIONABLE DELETERIOUS
<br />MATERIALS,
<br />ACT URAL,q15,E,L2,� 9TECTION BELOW-QBADF
<br />BASE STEEL PLATE SHALL BE GALVANIZED AS PER
<br />ASTM A 123
<br />SURFACES IN CONTACT WITH CONCRETE SHALL
<br />—STL, BASE PLATE
<br />BE ASPHALT COATED
<br />SEE DETAIL I 2/S-2
<br />77
<br />7//7
<br />SECTION AT ENTRY FEATURE FRAMING
<br />CONNECT HSS TUBES
<br />w/L4"x4"x1/4" ANGLES
<br />BOTH SIDES w/CONT, 1/4"
<br />FILLET WELDS (TYP,I
<br />STEEL STUB COLUMN
<br />(SEE PLAN)
<br />HORIZONTAL 3"x3"x1/4`
<br />BRACE SEE ENTRY
<br />FEATURE FRAMING PLAN
<br />CONNECT HSS TUBES
<br />w/L4"x4"x1/4" ANGLES
<br />BOTH SIDES w/CONT, 1/4"
<br />FILLET WELDS (TYP,I
<br />(VERIFY)
<br />Prof Mgr:
<br />Job Capt:
<br />Drawn by:
<br />RON BARR, AIA
<br />RevId by: STATE OF FLORIDA
<br />AR 0016160
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<br />BARR ARCHITECTURAL STUDIO
<br />—EXISTING CMU WALL
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<br />EXISTING CONC, SLAB
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<br />Sheet Title:
<br />ENTRY
<br />FEAUTURE
<br />I a
<br />"RAMING
<br />SCALE: N,T.8, Scale:
<br />TAYLAN KALKAN, RE. Date: Sheet No:
<br />ENGMERING PLUS 2/5/2013
<br />FL. RE, # 67349 & C,A. # 26538 Project. Na.
<br />19528 SEMffULD nMCI
<br />fIOCA RATAN, FL 33498 3
<br />*7/q11 (561) 756 4106 (561) 479 3743 fax
<br />
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