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JU
<br />OVERSIZE HOLES AND PLATE WASHERS FOR BASE PLATES
<br />BOLT
<br />DIAMETER
<br />HOLE
<br />DIAMETER
<br />PLATE
<br />WASHER
<br />BOLT
<br />DIAMETER
<br />HOLE
<br />DIAMETER
<br />PLATE
<br />WASHER
<br />3/4"
<br />1 5/16"
<br />5/16"x3"x3"
<br />1 1/2"
<br />2 5/16"
<br />7/16"x5"x5"
<br />7/8"
<br />1 9/16"
<br />5/16"x3"x3"
<br />1 3/4"
<br />2 3/4"
<br />7/16"x5"x5"
<br />1"
<br />1 13/16"
<br />3/8"x4"x4"
<br />2"
<br />3 1/4"
<br />1/2"x6"x6"
<br />1 1/4"
<br />2 1/16"
<br />3/8"x4"x4"
<br />2 1/2"
<br />3 3/4"
<br />1/2"x6"x6"
<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 />T
<br />E
<br />D
<br />HSS 4"x4"
<br />8"
<br />8"
<br />3/4"
<br />-
<br />-
<br />STUB COL,
<br />HSS 5"x5"
<br />12"
<br />12"
<br />3/4"
<br />10"
<br />3/4"
<br />GALV.
<br />HSS 6"x6"
<br />14"
<br />14"
<br />1"
<br />13"
<br />1"
<br />GALV.
<br />HSS Wx8"
<br />16"
<br />16"
<br />1 1/2"
<br />13"
<br />1"
<br />GALV.
<br />HSS 10"x8"
<br />18"
<br />16"
<br />1 1/2"
<br />13"
<br />1"
<br />GALV.
<br />NOTE 1: ANCHOR BOLTS SHALL BE ASTM
<br />A36 U.N,O, THREADED EACH END WITH NUT
<br />AT BOTTOM, TACK WELDED SECURE,
<br />PLATE WASHER AT BOTTOM NUT SHALL
<br />NOT BE REQUIRED. CONFORM TO CHART ft
<br />DOWN FOR EMBEDMENT, UNLESS NOTED
<br />OTHERWISE IN SCHEDULE ABOVE.
<br />BOLT TYPE
<br />MATERIAL
<br />MINIMUM EMBED,
<br />LENGTH
<br />MINIMUM EMBED.
<br />EDGE DISTANCE
<br />A307, A36
<br />12d
<br />5d > 4 IN.
<br />A325, A449
<br />17d
<br />7d > 4 IN,
<br />BASE PLATE DETAIL
<br />N.T.S.
<br />"d" (BOLT DIA)
<br />PLATE WASHERS
<br />(SEE SCHEDULE
<br />p wzn FOR SIZE)
<br />0= cr z
<br />cn,7 (3) HEX NUTS
<br />`_ PER BOLT
<br />T/CONC
<br />z
<br />Lu
<br />NOTES: 2
<br />w n
<br />Lu
<br />1. ANCHOR BOLTS SHALL BE ASTM F1554 (GRADE 36) UNO, m
<br />THREADED EACH END w/NUT AT BOTTOM, TACK -WELDED it
<br />SECURE, PLATE WASHER AT BOTTOM NUT IS NOT REQD. 23 w
<br />CONFORM TO CHART FOR EMBEDMENT UNLESS NOTED N
<br />OTHERWISE, TACK
<br />z OR PEEN
<br />m �
<br />2. MAX. EMBEDMENT "E" = (FTG THICKNESS) - 5".
<br />B/GONG
<br />3. PLATE WASHERS SHALL HAVE HOLE w/DIAMETER ANCHOR BOLT DETAIL
<br />EQUAL TO BOLT DIAMETER + Ys
<br />N T.S.
<br />ANCHOR BOLT & BASE PLATE DTL.
<br />SCALE: N.T.S,
<br />Fyd��s\�I
<br />TIE -BEAM REINF
<br />DOWELS W/ST
<br />HOOK TO MATCH VERT,
<br />REINF.
<br />TYPICAL TIE COLUMN DETAIL
<br />SQUARE EDGE JOINT (RUB FINS OFF
<br />1st POUR BEFORE 2nd POUR IS MADE)
<br />LATER SAWCUT JOINT 1" DEEP TO PROVIDE
<br />GROOVE FOR SEMI -RIGID EPDXY. SEE NOTES. TYP, "SAW -CUT",
<br />Ye"xY4"SLAB DEPTH
<br />w
<br />cs
<br />NOTES: 1. USE SMOOTH DOWEL w/PROJECTED NOTES: 1, CUT WITHIN SAME DAY OF SLAB PLACEMENT
<br />END COATED TO PREVENT BOND.
<br />1. SEMI -RIGID EPDXY SHALL BE SEE SCHEDULE BELOW. 2. PLACE REINF, Y SLAB DEPTH FOR SLABS
<br />PROVIDED IN CONSTRUCTION & GREATER THAN 5". 1 X" CLR FOR SLABS 5".
<br />SAWCUT JOINTS, EPDXY SHALL 2. REINF. NOT SHOWN FOR CLARITY.
<br />_ BE MM80 BY DISCONTINUE REINFORCEMENT ftd JOINT. 3. SEE SEMI -RIGID NOTES THIS DTL.
<br />METZGER/MCGUIRE
<br />OR EUCO 700 BY EUCLID. SAWCUT JOINT
<br />2. CONCRETE SHALL AGE A
<br />MINIMUM OF 45 DAYS.
<br />CHASE THE JOINT WITH A
<br />CONCRETE SAW AND
<br />BLOW CLEAN W/COMPRESSED AIR
<br />3, USE BACKER ROD TO CREATE
<br />VERTICAL DAM AT EACH
<br />END OF THE LEG TO BE
<br />FILLED. DO NOT USE BACKER
<br />ROD AT THE BOTTOM
<br />OF THE JOINT.
<br />4. LEAVE THE SURFACE CROWNED
<br />AND GRIND FLUSH
<br />SMOOTH DOWEL SCHEDULE
<br />SLAB
<br />DEPTH
<br />(IN)
<br />DIAMETER
<br />(IN)
<br />TOTAL
<br />LENGTH
<br />(IN)
<br />SPACING
<br />C/C
<br />(IN)
<br />5
<br />6/8
<br />12
<br />12
<br />6
<br />3/4
<br />14
<br />12
<br />7
<br />7/8
<br />14
<br />12
<br />8
<br />1
<br />14
<br />12
<br />9
<br />11/8
<br />16
<br />12
<br />10
<br />11/4
<br />16
<br />12
<br />AFTER IT HAS HARDENED,
<br />CONSTRUCTION JOINT - DOWELLED
<br />r,_-�SLAB ON GRADE DETAILS
<br />SCALE: N.T.S.
<br />TYP,
<br />3/16" 2 1/2
<br />REINF. SEE PLAN —
<br />w
<br />TOP BAR IF CALLED OUT
<br />IN SCHEDULE
<br />SEE FDN SCH FOR SIZE & REINF.
<br />MONOLITHIC FOOTING
<br />BUILT UP ROOF SYSTEM
<br />ON METAL DECK. SEE PLAN
<br />ALL POINTS OF FOR GAGE AND
<br />CONTACT 1/4"ATTACHMENT.
<br />STEEL JOIST -SEE PLAN
<br />OIL
<br />JOIST BRG,
<br />ELEV, SEE PLAN
<br />JOIST GIRDER (SEE PLAN)
<br />L2x2x3/16 MIN, BOT.
<br />CHORD BRACING TO BE
<br />SPECIFIED AND SUPPLIED
<br />BY JOIST GIRDER MANUF,
<br />IN ACCORDANCE WITH SJI
<br />REQUIREMENTS
<br />UPLIFT BRIDGING
<br />SECTION @ JOIST BRG TO JOIST GIRDER
<br />SCALE; N.T.S,
<br />)ATION
<br />J
<br />TOOTING
<br />SCALE: N.T.S.
<br />STEEL BEAM
<br />(SEE PLAN)
<br />PL 3/4"x10"x10"
<br />(4) 3/4" DIA. BOLTS (TYP.)—_
<br />E70XX TYP.
<br />1/4"
<br />L 3"x3"xi/2"x10" LONG
<br />w/1/2" STIFF. PLATES 15
<br />BOTH ENDS & CENTER
<br />OF STL. COL. (TYP.)
<br />DRILL 7" INTO EXIST
<br />CONC, BEAM ABV. SAW -CUT AND CAREFULLY
<br />AND FTG. BELOW REMOVE INT. FACE AND
<br />AND SET #5 x 4'-0" WEB OF EXIST. 8" CMU
<br />DOWEL, SET WITH
<br />HIGH STRENGTH #7 IN GROUT
<br />EPDXY GROUT FILLED CELL
<br />FILLED CELL DTL AT EXIST.
<br />CMU WALL
<br />DRILL 5" INTO EXIST.
<br />SLAB AND SET
<br />#4X12"
<br />EPDXY GROUT
<br />18" 0. 0. EA. SI
<br />STAGGERI
<br />XISTING SLAB & SOIL
<br />STOP VERTICALS 2" FROM
<br />TOP OF WALL. PROVIDE
<br />STD ACI HOOK, TYP.
<br />HORIZONTAL
<br />JOINT REINF,
<br />EVERY
<br />OTHER COURSE,
<br />TYP.
<br />z w
<br />� U
<br /><C �
<br />o �
<br />ao Q
<br />'t J
<br />STD HOOK
<br />a
<br />5/16" PL STIFFENER rN BACK SIDE OF
<br />WEB LINING WITH CENTERLINE OF
<br />CONNECTION. ATTACH w/ 1/4" FILLET
<br />WELD ALL AROUND
<br />NMI
<br />VERTICAL BAR
<br />CENTERED
<br />IN FILLED CELL
<br />DOWELS SAME AS
<br />VERTICAL BARS
<br />REINF. BAR
<br />LAP
<br />#5
<br />30"
<br />#6
<br />36"
<br />#7
<br />42"
<br />#8
<br />48"
<br />a
<br />a
<br />CONT. FOOTING o
<br />(SEE PLAN)41
<br />d
<br />Q.
<br />4
<br />Ll
<br />a
<br />TYPICAL CMU FILLED CELL
<br />A
<br />SCALE; N.T.S.
<br />PROVIDE MIN. 12" WIDE
<br />TRENCH FOR NEW
<br />PIPES OR CONDUIT.
<br />NEW CONC. FILL W/ ONE
<br />LAYER 6"X6" 1.4W/1.4
<br />W.W.M. & MIL VAPOR
<br />BARRIER FLUSH W/ FINISH
<br />FLOOR,
<br />FOUNDATION NOTES:
<br />1. PROVIDE MINIMUM 2500 PSI CONCRETE FOR PLUMBING TRENCHES.
<br />2. AFTER COMPLETION OF UNDERGROUND PLUMBING WORK PROVIDE
<br />CLEAN COMPACTED TERMITE TREATED FILL PRIOR TO SLAB REPAIR.
<br />TYP. SLAB REPAIR DETAIL
<br />6
<br />SCALE: N.T,S,
<br />5/16" STL. STIFFENER
<br />PLATES AT CENTERLINE
<br />OF STEEL COLUMNS ON
<br />BOTH SIDES (TYP,)
<br />—10"x10"x3/4' CAP PLATE
<br />SECTION VIEW
<br />1/4" FILLET WELD ALL AROUND
<br />STEEL COLUMN
<br />(SEE PLAN)
<br />STEEL BEAM
<br />(SEE PLAN)
<br />5/16" STL, STIFFENER
<br />^PLATES AT CENTERLINE
<br />OF STEEL COLUMNS ON
<br />BOTH SIDES
<br />TYP. STEEL COL. TO STEEL BEAM CONNECTION
<br />SCALE: N.T.S,
<br />16"x12"x3/4" EMB, STL,
<br />PLATE w/(10) 3/4" DIA, X
<br />6" HEADED STUDS
<br />(2) 3/4" DIA.
<br />A325BOLTS IN LSL
<br />HOLES,
<br />FINGER -TIGHTEN THEN
<br />PEEN THREADS
<br />°
<br />°
<br />YP.
<br />1/4"
<br />4
<br />A A Y
<br />CL PL N 1/41'„
<br />N m ° . /4„
<br />W10x39x6" LONG
<br />J(
<br />w q PL 3/4"x6X0'-6"
<br />O 4r
<br />I N
<br />CL PL I 16"x12"x3/4" STL. PLATE
<br />a.. w/(6) 3/4" DIAM. X 6"
<br />JST. GIRDER EXP. BOLTS
<br />NOTE: NO WELD SEE FRAMING PLAN (3 EACH SIDE)
<br />DIMENSIONS "
<br />BASED ON
<br />6" DEEP SHOE 1/4" 3
<br />A' 12"x12"x3/4" EMB. STL,
<br />PLATE w/W 3/4" DIA. X SECTION A -A
<br />6" HEADED STUDS
<br />JOIST GIRDER EXTERIOR CMU WALL CONNECTION
<br />SCALE: N,T.S,
<br />SCALE: N.T,S,
<br />SECTION rla BLOCK OUT
<br />SCALE: NTS
<br />SECTION @ BLOCK OUT
<br />SCALE: N.T.S.
<br />JOIST (2) 3/4" DIA, A325
<br />GIRDER BOLTS PER GIRDER
<br />BOLTED TIE /
<br />JOIST PER SJI
<br />& OSHA)
<br />(3) 3/4" DIA. A325
<br />THRU BOLTS
<br />(TYP.)
<br />STEEL BEAM
<br />�IIIIlls,
<br />121 L 6"xFULL DEPTHx3/8" MAX.
<br />SHEAR DOUBLE ST ANGLE
<br />� 0
<br />(3) 3/4" DIA. A325
<br />THRU BOLTS (TYP.)
<br />STEEL BM/STEEL BM CONNECTION
<br />JOIST 1/4" 3TYP.
<br />1/4"
<br />UPLIFT
<br />BRIDGING 3„
<br />PER S,J,I
<br />(ANCHORED
<br />a ENDS)
<br />STABILIZER PL 3/x4x0'-7" (DO
<br />NOT WELD TO BOT, CHORD),
<br />PROVIDE 13/16" DIA. HOLE FOR
<br />GUYING/PLUMBING CABLES
<br />CAP PL 3/4" x (GIRDER SEAT WIDTH STL. COL. (SEE PLAN)
<br />OR COL SIZE ((WHICHEVER IS
<br />GREATER) + 1" ) x (COL SIZE + 6")
<br />SECTION AT JST. GIRDER TO
<br />HSS COLUMN
<br />ALL CONTACT
<br />PT, TYP,
<br />JOIST BRG. ELEV.
<br />SEE PLAN
<br />TIE BEAM
<br />SEE PLAN
<br />8" CMU
<br />SCALE; N.T,S,
<br />CONT. L 4"x4"4"
<br />w/ %" DIA. EXP.
<br />BOLTS 5 16" O.C,
<br />INTO TIE BEAM
<br />w/(2) 3/4" DIA. EXP. BOLTS INTO
<br />GROUTED FILLED CELLS.
<br />TYPICAL SECTION AT K-JOIST PARALLEL TO WALL
<br />SCALE: N.T,S,
<br />SCALE: N.T.S.
<br />Job. Capt.
<br />SG
<br />Drawn by
<br />JT RON BARR, A.I.A.
<br />iav'd by STATE OF FLORIDA
<br />R5 AR 0016160
<br />© COPYRIGHT 2012
<br />BARR ARCHITECTURAL STUDIO
<br />Revieione:
<br />CADFILE No.
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<br />TAYLAN KALKAN, P.E.
<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 />3ca Is:
<br />Gates: Sheet No.
<br />12-26-2012
<br />Projesct No.
<br />12-027 S,�,6
<br />
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