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<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 />I T
<br />E
<br />D
<br />C1
<br />HSS 4"x4"
<br />8"
<br />8"
<br />3/4"
<br />-
<br />STUB COL.
<br />C2
<br />HSS 5"x5"
<br />12"
<br />12"
<br />3/4"
<br />10"
<br />3/4"
<br />GALV,
<br />C3
<br />HSS 6"x6"
<br />14"
<br />14"
<br />1"
<br />13"
<br />1"
<br />GALV.
<br />C4
<br />HSS 8"x8"
<br />16"
<br />16"
<br />1 1/2"
<br />13"
<br />1"
<br />GALV.
<br />C5
<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 ra
<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 />A3251 A449
<br />17d
<br />7d > 4 IN.
<br />0
<br />0
<br />0 w0
<br />[r Q�z
<br />U)
<br />Q—
<br />z
<br />BASE PLATE DETAIL
<br />N.T.S.
<br />"d" (BOLT DIA)
<br />PLATE WASHERS
<br />(SEE SCHEDULE
<br />FOR SIZE)
<br />(31 HEX NUTS
<br />PER BOLT
<br />T/CONC
<br />LLJ
<br />NOTES: - 0
<br />w 0
<br />w
<br />1. ANCHOR BOLTS SHALL BE ASTM F1554 (GRADE 36) UNO, m
<br />THREADED EACH END w/NUT AT BOTTOM, TACK -WELDED w
<br />SECURE. PLATE WASHER AT BOTTOM NUT IS NOT READ.
<br />CONFORM TO CHART FOR EMBEDMENT UNLESS NOTED N
<br />OTHERWISE. TACK
<br />m z OR PEEN
<br />2. MAX. EMBEDMENT "E" = (FTG THICKNESS) - 5". 2
<br />B/GONG
<br />3. PLATE WASHERS SHALL HAVE HOLE w/DIAMETER
<br />EQUAL TO BOLT DIAMETER Y,g ANCHOR BOLT DETAIL
<br />ANCHOR LT & BASE PLATE DTL.
<br />SCALE: N.T.S.
<br />SEE PLAN
<br />TIE -BEAM REINF
<br />{
<br />d
<br />Q
<br />0
<br />Q
<br />I
<br />z
<br />0
<br />0
<br />Q
<br />0
<br />co
<br />M
<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 />Ys"xY4"SLAB DEPTH
<br />w
<br />c�
<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 Yz" CLR FOR SLABS 5".
<br />SAWCUT JOINTS. EPDXY SHALL 2 REINF. NOT SHOWN FOR CLARITY.
<br />BE MM80 BY DISCONTINUE REINFORCEMENT ral 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 />5/8
<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 />Q SLAB ON.GRADE DETAILS
<br />SCALE: N.T.S.
<br />TYP,
<br />JOIST GIRDER (SEE PLAN)
<br />REINF. SEE PLAN
<br />�
<br />N
<br />ui
<br />0
<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 />FOR GAGE AND
<br />ATTACHMENT,
<br />STEEL JOIST -SEE PLAN
<br />IN /AuUuF{U/Ailjut VVI I H JJI
<br />REQUIREMENTS
<br />OIL JOIST BRG.
<br />ELEV. SEE PLAN
<br />UPLIFT BRIDGING
<br />SCALE: N.T.S.
<br />CATION
<br />a
<br />OOTING
<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 #7 IN GROUT
<br />HIGH STRENGTH
<br />EPDXY GROUT FILLED CELL
<br />A
<br />DRILL 5" INTO EXIST.
<br />SLAB AND SET
<br />#4X12" REBAR"'
<br />EPDXY GROUT
<br />18" O.C. EA. S
<br />STAGGER
<br />XISTING SLAB & SOIL
<br />SCALE: N,T.S.
<br />5 I ur v
<br />TOP C
<br />STD
<br />HO
<br />JOI
<br />OTHER
<br />C
<br />0
<br />CONT. F
<br />(SEE F
<br />5/16" PL STIFFEN
<br />WEB LINING
<br />CONNECTION. AT
<br />TYPICAL CMU FILLED CELL
<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 />SCALE: N.T,S,
<br />TYP. LA REPAIR AIL
<br />SCALE: N.T.S.
<br />5/16" STL. STIFFENER
<br />PLATES AT CENTERLINE STEEL BEAM
<br />OF STEEL COLUMNS ON (SEE PLAN)
<br />BOTH SIDES (TYP.)
<br />5/16" STL, STIFFENER
<br />PLATES AT CENTERLINE
<br />STEEL BEAM OF STEEL COLUMNS ON
<br />(SEE PLAN) BOTH SIDES
<br />PL 3/4"x10"x10" 1/4"
<br />(4) 3/4" DIA. BOLTS (TYP. TYP.
<br />E70XX TYP. 10"x10"x3/4"" CAP PLATE
<br />1/4" SECTION VIEW
<br />1/4" FILLET WELD ALL AROUND
<br />L 3"x3"x1/2"x10" LONG STEEL COLUMN
<br />w/1/2" STIFF. PLATES raj (SEE PLANT
<br />BOTH ENDS & CENTER
<br />OF STL. COL. (TYP.)
<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 />a
<br />a.
<br />YP.
<br />1/4"
<br />a °a°
<br />A A TYP.
<br />CL PL a 1/4„
<br />N
<br />° a a TYP.
<br />N o 1/4°
<br />W10x39x6" LONG D g,
<br />aA JOIST GIRDER
<br />w
<br />0
<br />PL 3/4"x6X0'-6"
<br />w a
<br />a i0
<br />a°
<br />I N a
<br />CL PL 16"x12"x3/4" STL. PLATE
<br />w/(6) 3/4" DIAM, X 6"
<br />JST. GIRDER EXP, BOLTS
<br />NOTE: 4NO WELD SEE FRAMING PLAN (3 EACH SIDE)
<br />DIMENSIONS a
<br />BASED ON
<br />6" DEEP SHOE 1/4" 3
<br /><.a
<br />p 12"x12"x3/4" EMB. STL.
<br />PLATE w/(4) 3/4" DIA. X SECTION A -A
<br />6" HEADED STUDS
<br />�� J IS GI ®E EXTERI R CI�IU WALL C NE C TI N
<br />SCALE: N.T.S.
<br />ICAL BAR
<br />-ERED
<br />-LED CELL
<br />ELS SAME AS
<br />ICAL BARS
<br />AR
<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 />FOR GAGE AND
<br />ATTACHMENT,
<br />STEEL JOIST -SEE PLAN
<br />IN /AuUuF{U/Ailjut VVI I H JJI
<br />REQUIREMENTS
<br />OIL JOIST BRG.
<br />ELEV. SEE PLAN
<br />UPLIFT BRIDGING
<br />SCALE: N.T.S.
<br />CATION
<br />a
<br />OOTING
<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 #7 IN GROUT
<br />HIGH STRENGTH
<br />EPDXY GROUT FILLED CELL
<br />A
<br />DRILL 5" INTO EXIST.
<br />SLAB AND SET
<br />#4X12" REBAR"'
<br />EPDXY GROUT
<br />18" O.C. EA. S
<br />STAGGER
<br />XISTING SLAB & SOIL
<br />SCALE: N,T.S.
<br />5 I ur v
<br />TOP C
<br />STD
<br />HO
<br />JOI
<br />OTHER
<br />C
<br />0
<br />CONT. F
<br />(SEE F
<br />5/16" PL STIFFEN
<br />WEB LINING
<br />CONNECTION. AT
<br />TYPICAL CMU FILLED CELL
<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 />SCALE: N.T,S,
<br />TYP. LA REPAIR AIL
<br />SCALE: N.T.S.
<br />5/16" STL. STIFFENER
<br />PLATES AT CENTERLINE STEEL BEAM
<br />OF STEEL COLUMNS ON (SEE PLAN)
<br />BOTH SIDES (TYP.)
<br />5/16" STL, STIFFENER
<br />PLATES AT CENTERLINE
<br />STEEL BEAM OF STEEL COLUMNS ON
<br />(SEE PLAN) BOTH SIDES
<br />PL 3/4"x10"x10" 1/4"
<br />(4) 3/4" DIA. BOLTS (TYP. TYP.
<br />E70XX TYP. 10"x10"x3/4"" CAP PLATE
<br />1/4" SECTION VIEW
<br />1/4" FILLET WELD ALL AROUND
<br />L 3"x3"x1/2"x10" LONG STEEL COLUMN
<br />w/1/2" STIFF. PLATES raj (SEE PLANT
<br />BOTH ENDS & CENTER
<br />OF STL. COL. (TYP.)
<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 />a
<br />a.
<br />YP.
<br />1/4"
<br />a °a°
<br />A A TYP.
<br />CL PL a 1/4„
<br />N
<br />° a a TYP.
<br />N o 1/4°
<br />W10x39x6" LONG D g,
<br />aA JOIST GIRDER
<br />w
<br />0
<br />PL 3/4"x6X0'-6"
<br />w a
<br />a i0
<br />a°
<br />I N a
<br />CL PL 16"x12"x3/4" STL. PLATE
<br />w/(6) 3/4" DIAM, X 6"
<br />JST. GIRDER EXP, BOLTS
<br />NOTE: 4NO WELD SEE FRAMING PLAN (3 EACH SIDE)
<br />DIMENSIONS a
<br />BASED ON
<br />6" DEEP SHOE 1/4" 3
<br /><.a
<br />p 12"x12"x3/4" EMB. STL.
<br />PLATE w/(4) 3/4" DIA. X SECTION A -A
<br />6" HEADED STUDS
<br />�� J IS GI ®E EXTERI R CI�IU WALL C NE C TI N
<br />SCALE: N.T.S.
<br />ICAL BAR
<br />-ERED
<br />-LED CELL
<br />ELS SAME AS
<br />ICAL BARS
<br />AR
<br />LAP
<br />30"
<br />36"
<br />42"
<br />48'
<br />SCALE: N.T,S,
<br />SECTION Id BLOCK OUT
<br />SCALE: NITS
<br />SECTION @ L C l�T
<br />SCALE: N.T.S.
<br />JOIST
<br />GIRDER (2) 3/4" DIA, A325
<br />BOLTS PER GIRDER
<br />BOLTED TIE /
<br />JOIST PER SJI
<br />& OSHA-7
<br />JOIST 1/4" 3 TYP.
<br />1/4"
<br />UPLIFT
<br />BRIDGING 3„
<br />PER S.J.I
<br />(ANCHORED
<br />rd 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" 1 x (COL SIZE + 6")
<br />SECTION AT JST. GIRDER TO
<br />SS COLUMN
<br />ALL CONTACT
<br />PT. TYP. 1/4"
<br />Q
<br />OIL JOIST BRG. ELEV. a
<br />SEE PLAN
<br />C!
<br />TIE BEAM
<br />SEE PLAN
<br />SCALE: N.T.S.
<br />CONT. L 4"x4"xY"
<br />�w/ %" DIA. EXP.
<br />BOLTS rd 16" O.C.
<br />INTO TIE BEAM
<br />ROOFING SYSTEM ON METAL DECK.
<br />SEE PLAN FOR GAGE AND
<br />ATTACHMENT.
<br />d —X-BRIDGING FOR
<br />2 END BAYS,
<br />HORIZ.
<br />THEREAFTER
<br />8" CMU STEEL JOIST
<br />(SEE PLAN)
<br />2 1/2"x2 1/2"x1/4"xJST. DEPTH
<br />w/(2) %" DIA. EXP. BOLTS INTO
<br />GROUTED FILLED CELLS.
<br />TYPICAL SECTION AT K-JOIST PARALLEL TO WAL
<br />SCALE: N.T.S.
<br />THRU BOLTS (TYP.)
<br />' :i
<br />SCALE: N.T.S.
<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 />Pro j. Mgr.
<br />JU
<br />Job. Gapt.
<br />SG
<br />Drawn by
<br />JT RON BARR, A.I.A.
<br />Revd by STATE OF FLORIDA
<br />RB AR 0016160
<br />LL
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<br />©
<br />COPYRIGHT 2012
<br />BARR ARCHITECTURAL STUDIO
<br />61
<br />I u
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<br />Revisions:
<br />�1 GENERAL REVISIONS (09/30/2013)
<br />�2 AS BUILT (04/24/2014)
<br />CADFILE No,
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<br />Sheet title
<br />Scale:
<br />Date: Sheet No.
<br />5-5-2014
<br />Project No.
<br />12-027 S..6
<br />
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