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Ip: LAYER TOP STEEL 2rd LAYER TOP STEEL
<br />�('�F REOLIRENOTE
<br />T NOTE:
<br />TO SPLICE AT NAN AND
<br />_ HOCK INTO 5UPPCRT :L.NG)
<br />MIDDLE 51EE'- (IF REOIIRED)
<br />I'
<br />STIRRUPS PER 51-HEDULE
<br />NOTE: PLACE let STIRRUP AT
<br />1/2 NORMAL SPADE CLEAR FROM
<br />i l FACE OF 5,FPORT
<br />— �2rd LAYER BOTTOM STEEL
<br />(IF REOUIREVi
<br />let LAYER BOTTOM STEEL
<br />WIDTH NOTE.
<br />AT SUPPORTS NN 0;
<br />LONG. STRENGTH: 4000 P.5.1.
<br />REBAR GRADE: A& S 60
<br />TYPi GAL CONCRETE BEAM DETA I L
<br />NO SCALE:
<br />TOP OF CONCRETE BEAM
<br />ELEVATION PER PLAN
<br />�. b'x16' POURED CON,, TIE BM,
<br />I, I N 2 e5 TOP.2 ^5 BOTTOM
<br />03 STIRRUPS 0 24'0/1- 03
<br />STIRRUPS 0 6' O/G OVER
<br />OPENINGS. (bt STIR. 0 3'
<br />BEYOND SUPPORT FACE)
<br />VERTICAL WALL
<br />REINFORCEMENT TO
<br />EXTEND INTO TIE BEAM
<br />H/ STANDARD AGI
<br />PC' HOOK.
<br />DETAIL TYPICAL CONCRETE TIE
<br />BEAM (TOP ALL MASONRY WALL U.N.0)
<br />NO 5GALE
<br />CONCRETE RE NFORC I NG
<br />BAR LAP 5GHEDULE
<br />Fc=
<br />OOO P.5.1
<br />GOMPRE5510N LAPS
<br />GLA55 "B" TENSION LAPS
<br />GLA55 "B" TENSION LAPS
<br />TOP REINFORCING (f)
<br />5TRLGT.
<br />ELEMENT
<br />N.A.
<br />ALL OTHER 5PLIGES
<br />F007IN65 THICKER THAN 2"
<br />BAR
<br />SIZE
<br />REG'D. LAP (IN.;
<br />REO'D. LAP (INJ
<br />REG'D. LAP (IN.;
<br />3
<br />12
<br />Ib
<br />21
<br />4
<br />13
<br />22
<br />28
<br />5
<br />16
<br />27
<br />35
<br />6
<br />I a
<br />32
<br />42
<br />7
<br />22
<br />39,
<br />41
<br />8
<br />25
<br />43
<br />56
<br />9
<br />25
<br />45
<br />63
<br />10
<br />32
<br />5b
<br />76
<br />II
<br />35
<br />11
<br />93
<br />CONCRETE RE NFORC NIS
<br />BAR LAP SCHEDULE
<br />FGF
<br />000 P.S.I
<br />GGMPRE5510N LAPS
<br />GLA55 "B" TEN51ON LAPS
<br />GL.A55 "B" TENSION LAPS
<br />TOP REINFORCING *
<br />ELEMENT
<br />NA.
<br />ALL 5PLIGES
<br />NOT APPLICABLE THI5 JOB
<br />BAR
<br />SIZE
<br />REG'D. LAP !INS
<br />REO'D. LAP (INJ
<br />3
<br />12
<br />16
<br />Ib
<br />4
<br />13
<br />IF
<br />24
<br />5
<br />Ib
<br />23
<br />30
<br />6
<br />9
<br />31
<br />40
<br />1
<br />22
<br />42
<br />54
<br />8
<br />25
<br />55
<br />11
<br />9
<br />26
<br />ba
<br />9O
<br />10
<br />32
<br />bb
<br />114
<br />11
<br />35
<br />105
<br />140
<br />DETAIL TYPICAL CONTINUOUS CONCRETE BEAM
<br />No scAl E,
<br />LEGEND: TYP. CONT. BEAM NOTES
<br />® PLACE FIRST 5TIRRiP AT 112 NORMAL SPACE FROM FACE
<br />OF SLPPORT.
<br />(a NORMAL STIRRUP SPACE PER SCHEDULE OR NOTE.
<br />© 5PLIGE CONTINUOUS TOP STEEL AT MID -SPAN LNLE55 NOTED
<br />OTHERWI5E. PROVIDE CLASS "B" TENSION LAP ;U N.O.)
<br />® STANDARD A.G.I. HOOK
<br />® CONTINUOUS TOP BARS
<br />QF CONTINUOUS BOTTOM BARS
<br />(*E TOP REINF. 15
<br />DEFINED A5 HORIZ, HL/
<br />MORE THAN 12" OF FRE5H
<br />CONL.CA5T BELOW THE
<br />5PLIGE LOCATION.
<br />(*) TOP REINF. 15
<br />DEFINED A5 HORIZ. H/
<br />MORE THAN 12" OF FRESH
<br />CONC.CA5T BELOW THE
<br />5PLIGE LOCATION,
<br />4 TOP STEEL ADD BARS
<br />25 OR 25LI UNLESS NOTED OTHERN15E
<br />© 1 1/2" CONCRETE COVER TYPICAL
<br />® PROVIDE A.G.I. STANDARD HOOK OR TENSION DEVELOPMENT
<br />LENGTH.
<br />© BOTTOM STEEL ADD BARS.
<br />®PROVIDE STANDARD HOOK IF Lc <4'-O" (U,N.O.)
<br />QN PROVIDE CLASS "B" TENSION LAP.
<br />(I IS VERT, IN 6ROUTED —
<br />CELL EACH 51DE OF JOINT
<br />MINA VERTICAL REINF. PER
<br />RAN.
<br />NOTE:
<br />REFER TO DETAIL TYPICAL MASONRY
<br />CONTROL JOINT.
<br />A,L HORIZONTAL TIE BEAM
<br />REINFORCING SHALL RLN
<br />CONTINUOUS THROUGH G.J.
<br />VERT. ,JOINT FROM TOP
<br />OF FOOTIN6 TO TOP OF
<br />T'E BEAM.'ETACK BOND)
<br />DETAIL. CONTROL JOINT
<br />AT MASONRY TIE BEAM
<br />NO SCALE:
<br />STANDARD PC* AL.1,
<br />EXTEND HOOKS TO OITEGARD
<br />HOOK LENGTH (V !MIN,
<br />REINF. TOP, BOTTOM, d MID.
<br />NOTE: PLACE CORNER
<br />BAR ON TOP OF OR MASONRY LAP, !SE
<br />BELOW LONT. MASONRY NOTES ON I'•O" (')
<br />LONGITUDINAL REINF. SHEET 51
<br />Q
<br />PROVIDE HOOK BARS AT TOP AND -
<br />BOTTOM STEEL MID. HE16HT STL IF
<br />APPLICABLE) TO MATCH BAR SIZE
<br />pF CAREER LCNSINDINAL REINFORCING
<br />EXTEND HOOKS TO OUTBOARD REINF
<br />PROVIDE VERT REINF. TOP BOT a MID.
<br />N/ 5TD. AGI PO' HOOK - -
<br />AT TOP. - PROVIDE CORNER BARS AT TOP AND -
<br />BOTTOM STEEL (MID. HEI6HT 5% IF
<br />APPLICABLE) TO MATCH BAR 51ZE _
<br />- OF LARGER LONGITUDINAL REINFORCINLS.
<br />MOTE RED LENGTH OF CORNER BARS) -1
<br />HIDDEN LINE INDICATES CANT.
<br />LONGITUDINAL REINFORCIN6.—
<br />'TYP)
<br />INDICATES IT' TO CONT.
<br />LONGITUDINAL REINF.
<br />DETAIL AT MASONRY BEAM INTERSECTION
<br />NO El—
<br />ALE-
<br />0
<br />Q IY
<br />s
<br />NO ON
<br />T .
<br />L.TH
<br />I EXTED HOOKS TO
<br />�
<br />OUTBARD REINP.
<br />7
<br />_.�
<br />1�=
<br />�M_I
<br />�=e
<br />CPI�II�I��q�1
<br />19MiP1
<br />al FI�a
<br />PROVIDE CORNER BARS AT TOP AN
<br />BOTTOM STEEL TO MATCH BAR 51ZE
<br />OF LARGER LONGITUDINAL REINF.
<br />NOTE: PLACE CORNER BAR ON TOP
<br />OF OR BELOW CANT. LON5I7UDINAL
<br />REINFORLINIG. INDICA7E512' TO CONT 6
<br />LONGITUDINAL REINF. t N
<br />k' NOTE: REQUIRED LENGTH OF GORIER BARS.
<br />}q�s EXTERIOR TIE BEAM INTERIOR TIE BEAM
<br />N �' NbTE: BLOCK TG BE
<br />u INTERLOCKED. (RUMJINI6
<br />BOND. TYPICAL. IF CELLS ARE NOT REINFORCED—�
<br />t SOLID 6ROUTE0, FILL DELLS
<br />$5 VERT, MIN) V MORTAR A5 BLOCK 1 STRAPS
<br />IN EACH SELL. ARE 5EN5 LAYED. \
<br />t" 14 5A. HOT DIP GALVANIZE
<br />METAL STRAPS 0 16" O/L.
<br />M5 (MIN) VERT, IN SOLID
<br />—GROUTED ADJACENT CELLS -
<br />VU �2 TIES 0 16' O/C.
<br />UNLESS NOTED
<br />OTHERWISE, fig°
<br />ALTERNATE WALL DETAIL WALL DETAIL WHERE
<br />WHERE BLOCK IS NOT BLOCK 15 NOT INTERLOCKED
<br />IINTERLQC�KEGGD (A/ VERTICAL NO VERTICAL REINFORCING.)
<br />RE INFORC NV) NOTE: THESE DETAILS ARE NOT TO BE USED WHERE
<br />LOAD BEARING AND NON -LOAD BEARING HALLS
<br />INTERFACE. NON -LOAD BEARING HALLS BEAR ON
<br />"HF" SLAB HAUNCH FOOTINGS.
<br />DETAIL TYPICAL MASONRY TIE
<br />SEAM AND WALL INTERSECTIONS
<br />NO 50ALE:
<br />2 -b :ANT. IN 50LID
<br />GRO,T FILLED KO.
<br />BLaK
<br />2 85 CONT. IN SOLID
<br />-_
<br />POUR MIDDLE COI6RO)T
<br />FILLED KO,
<br />MONOLITHIC.
<br />BLOCK,
<br />2 16 CONT. IN 50LICI
<br />- 2 e5 CONT. IN SOLID
<br />2 05 GOV. IN SOLID
<br />_
<br />5ROI.T FILLED PRE-CA5T,
<br />7 FILLED PRE -CAST,
<br />-:.
<br />6RO,T FILLED PRE -LAST,
<br />PRE-5TRE55ED CONC.
<br />PRE -STRESSED COW,
<br />_ -
<br />PRE-STRE55ED CM.
<br />LINTEL.
<br />LINTEL
<br />LINTEL.
<br />M.O,'s FROM M,O.'s FROM M.O.'s L
<br />-55 THAN 4'-0''
<br />b.-O.. TO LZ-0" 4'-0" TO 6'-0" H F wDTM GF HAIL
<br />(PER RAN III SECTIONS)
<br />NOTE, PROVIDE THE SANE K.O. BLOCK OTY. 1 REINIFO IN6 AT SILL
<br />CONDITION AS LINTEL AT HEAD OF MO.
<br />TYPICAL LINTEL DETAIL5
<br />JB-'� OVER MASONRY OPENINGS
<br />502 NO SCALE:
<br />REINFORCED CONCRETE BEAM
<br />5GHEDULE
<br />REF.
<br />WIDTH
<br />LON517UDINAL REINFORCING
<br />571RRLP5
<br />MARK
<br />ELEV.
<br />X
<br />N07E5 d REMARKS
<br />GONT.
<br />GONT.
<br />CONT.
<br />TOP ADD
<br />BOT. ADD
<br />T,O,B.
<br />DEPTH
<br />TOP
<br />MID.
<br />BOT.
<br />BARS
<br />BARS
<br />51ZE
<br />SPACING
<br />OR B4O.B.
<br />�A
<br />PER
<br />1 5/8"xlb"
<br />2 05
<br />2 65
<br />a3
<br />24" 0/G.
<br />PROVIDE •3 STIRRUPS ® 6" 0/G.
<br />PLAN
<br />ABOVE M.O.'S GREATER THAN 4'-G"
<br />©
<br />PER
<br />1 5/8"xlb"
<br />2 05
<br />2 k5
<br />2 xi5
<br />s3
<br />24" 0/G
<br />ADD BARS TO BE SET BELOW J5T.
<br />PLAN
<br />BEARING ELEVATION. SEE 5/551
<br />©
<br />VARIES
<br />7 5/b" x
<br />2 #5
<br />2 #5
<br />p3
<br />24" 0/G,
<br />TOP OF CONCRETE BEAM VARIES
<br />Ib" MIN,
<br />FOLLOW SLOPE OF ROOF DECK.
<br />PLAN
<br />11, 5/8"xlb"
<br />2 a5
<br />2 #5
<br />#3
<br />24" O/G.
<br />�E
<br />VARIES
<br />2 #5
<br />2 a5
<br />u3
<br />24" 0/G.
<br />TOP OF CONCRETE BEAM
<br />6" MIN.
<br />VARIES FOLLOW SLOPE OF ROOF.
<br />O
<br />PER
<br />7 5/b"x20"
<br />2 p5
<br />2 05
<br />p3
<br />24" 0/G.
<br />PROVIDE #3 STIRRUPS B 1" 0/G.
<br />PLAN
<br />ABOVE M.O.'S GREATER THAN 4'-0"
<br />O
<br />PER
<br />1 5/b"XIb"
<br />2 05
<br />2 05
<br />#3
<br />24" 0/G.
<br />PROVIDE #3 571RRUP5 0 6" 0/G.
<br />PLAN
<br />ABOVE M,O.'S GREATER THAN 4'-0"
<br />0
<br />PER
<br />7 5/5"XIP"
<br />2 05
<br />2 tt5
<br />p3
<br />24" 0/C.
<br />PROVIDE #3 571RRUP5 6 6" O/G.
<br />PLAN
<br />ABOVE M.0.5 GREATER THAN 4'-0"
<br />O
<br />VERTU GAL BAR 5PLIGE REQUIREMENT TABLE
<br />BAR
<br />51ZE
<br />LOCATION OF BAR 5PLIGE
<br />H/3 FROM TOP OR H/3 FROM BOTTOM
<br />MIDDLE THIRD OF WALL HEIGHT (H/3)
<br />#5
<br />4bd BAR E 0.625x4b = 30 IN
<br />12d BARE 0.625x12 = 45 IN
<br />46
<br />4bd BAR = 0'5x4b = 36 IN
<br />72d BAR = 0'50x'2 = 54 IN
<br />ttl
<br />45d BAR = O.b75x4b = 42 IN
<br />12d BAR = O.b75x72 E 631N
<br />0
<br />I I I
<br />I1� I
<br />y WALL ABOVE
<br />` IF APPLICABLE.
<br />11 1 I
<br />h I
<br />I I
<br />ICI
<br />FLOOR FRAMING
<br />MEMBER.
<br />TIE BEAM.
<br />FINISH FLOOR
<br />TOP OF FT'6.
<br />NOTES:
<br />I. H a HEIGHT OF MA50NRY FROM FOUNDATION TO THE TIE BEAM
<br />(IF PJEGTED HALL 15 NOT CONTO 5LAB).
<br />H = HEIGHT OF MASONRY FROM SLAB ON GRADE TO THE TIE BEAM
<br />(IF NALL 15 CONNECTED TO SLAB).
<br />2. IT 15 HI6HLY RECOMMENDED TO PROVIDE BAR SPLICES OLT OF MIDDLE
<br />THIRD OF HALL HEIGHT.
<br />DETAIL TYP. MASONRY VERT. REINF:.
<br />NO SCALE.
<br />NOTE: AL16N LAP BARS
<br />VERTICALLY TO FACILITATE
<br />VERTICAL REINF,
<br />v
<br />6RaT FLOW.
<br />SHALL HOOK NTO
<br />TOP OF TIE BEAM.
<br />ry
<br />e4 VERT. SPACER BARS x 6"
<br />LONG 0 6'-0" O/C MAX TIED
<br />TO LONGITUDINAL BARS.
<br />GONT. KNOCK OUT
<br />BLOCK H/ 1 M5 :ANT.
<br />-
<br />3/4' CLEAR
<br />AND SOLID GROUT
<br />-
<br />CONSOLIDATED N
<br />INTERNAL MECHANICAL
<br />VIBRATOR
<br />-
<br />PROVIDE 04 CHAIR BAR HORIZ.
<br />x 4" LONG 0 6'-0' 0/6 MAX, TO
<br />NOTE: PROVIDE V
<br />l
<br />MAINTAIN CLEARANCE
<br />LINTEL BLOCK ABOVE
<br />MASONRY OPENIN55.
<br />_
<br />- —
<br />l
<br />IN PRECAST LINTEL.
<br />KNOCK OUT HOLE IN END
<br />-
<br />VERT. REINF. PER PLANS / NOTES
<br />50T, OF LINTEL TO ALLOW
<br />_
<br />-
<br />NOTE: VERT. REINF. CELLS SHALL
<br />FOR PA55A6E OF VERT,
<br />BE &ROUTED WITHIN 1/2' OF BOTTOM
<br />REINF. (LINTEL REINF,
<br />OF BEAM PRIOR TO PLALINIS BE
<br />PER LINTEL DETAIL A/SD2)
<br />BEREINFORCING,
<br />DETAIL SINGLE GOUR5E MASONRY
<br />TIE BEAM AND/OR WINDOW SILL
<br />NO SCALE:
<br />WM. AL16N LAP BARS
<br />VERTICALLY TO FACILITATE
<br />VERTICAL REINF. GROUT FLOW.
<br />SHALL HOOK INTO ry
<br />TOP OF TIE BEAM. _
<br />W VERT. SPACER BARS x IT
<br />LONG 0 b'-O' O/G MAX. TIED
<br />TO LONGITUDINAL BARS.
<br />CONT. KNOCK OUT _ - }• VERT. REINF. PER PLANS L NOTES
<br />BLOCK H/ 2 -5 GONT. NOTE VERT, REINF. DELLS E-ataL L
<br />AND SOLID GROUT BE GROUTED WITHIN 1/2' OF BOTTOM
<br />CONSOLIDATED W/ -- OF BEAM PRIOR TO PLALIN6 BEAM
<br />INTERNAL MECHANICAL VIBRATORBEAM REINFORCING.
<br />.-.':i.-.' -
<br />FINISH FLOOR ,
<br />TOP OF FT'6.
<br />W DEEP x WIDTH OF HALL
<br />A
<br />BOT. OF LIMA.
<br />EL.: PER
<br />PROVIDE b' (MIN1
<br />BEARIN6.
<br />(ANC. MA50NRY
<br />BLOCK,
<br />LL
<br />LL
<br />m
<br />J
<br />J O
<br />a V a
<br />i
<br />Jcl) (((�
<br />� 0
<br />N Z Io
<br />N. .1201.0.00
<br />01/16/1'
<br />SF/ RMT
<br />NOTE LINTEL " 1 3/4" CLEAR 3 rHe INI u ew.
<br />KNOCK
<br />OPEN) U PROVIDE 44 CHAIR BAR HORIZ.
<br />OVIO
<br />ROVE t ro ..........µIn"Y X c rHe
<br />KNaK OUT HOLE IN ENO - DETAIL POURED CONCRETE LINTEL m°P
<br />DING coon
<br />FOR. OF LINTEL TO ARCH x 4' LONG. GELD' G/L MAX. TO WHERE WALL OPEN N6 5 ADJACENT 'g FOR PASSAGE OF VERT. MAINTAIN CLEARANCE
<br />REINF. (LINTEL REINF.
<br />PER LINTEL DETAIL A/51221 ECAST IN PRLINTEL. (A� TO CONCRETE WALL COLUMN.
<br />5D2 NO SCALE
<br />DETAIL DOUBLE COURSE MASONRY
<br />z;
<br />TIE BEAM AND/OR WINDOW SILL ym 2013 HARVARD JOLLY INC.
<br />NO SCALE:
<br />©THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENGINEERS. j SD2,'�.
<br />USE OR COPY OF ALL OR ANY PORTIONS 18 BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. 1:
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