|
h 3" DIAMETER MIN, i
<br />TOP LEG BARS
<br />1/32"RD, PLAIN BAR EACH
<br />LEG UP TO 144" LENGTHS
<br />3/8"RD, REBAR EACH LEG
<br />OVER 14'-8" LENGTHS
<br />1/32" STIRRUPS 4'-0" O.G.
<br />LENGTHS OVER 144"
<br />TIED OR WELDED
<br />'A' BARS (MAIN REINF.)
<br />SEE SCHEDULE
<br />'B' BARS SEE SCHEDULE
<br />PRE CAST CONCRETE
<br />TYPICAL LINTEL SECTION
<br />SAFE LOAD TABLE FOR CAST-CRETE
<br />HIGH STRENGTH
<br />PRECAST AND PRESTRESSED V LINTELS
<br />SAFE LOAD -POUNDS PER LINEAR FOOT
<br />LENGTH
<br />UNFILLED
<br />FILLED
<br />a
<br />4'-0" (48") PRECAST
<br />1,815 LBS,
<br />6,049 LBS.
<br />b
<br />4'-6" (54") PRECAST
<br />1,950 LBS,
<br />4,815 LBS.
<br />c
<br />5'-4" (64") PRECAST
<br />1143 LBS,
<br />4,615 LBS,
<br />d
<br />5'-10" (10") PRECAST
<br />1515 LBS.
<br />3144 LBS.
<br />e
<br />fo'-6" (18") PRECAST
<br />1565 LBS,
<br />3,260 LBS.
<br />f
<br />1'-6" (50") PRECAST
<br />1550 LBS,
<br />2 91 LBS.
<br />9'4' (112") PRECAST
<br />1025 LBS.
<br />1141 LBS.
<br />h
<br />10'-6" (126") PRECAST
<br />922 LBS.
<br />1,333 LBS.
<br />t
<br />ll'-4" (136") PRECAST
<br />800 LBS,
<br />1019 LBS.
<br />12'-0" (144") PRECAST
<br />150 LBS,
<br />9O9 LISS.
<br />k
<br />13'-4" (160") PRECAST
<br />651 LBS,
<br />1.341 LBS.
<br />m
<br />14'-0" (169") PRECAST
<br />585 LBS,
<br />9O9 LBS.
<br />n
<br />14'-8" 016") PRESTRESSED
<br />563 LBS.
<br />1,341 LBS.
<br />o
<br />15'-4" (184") PRESTRESSED
<br />510 LBS,
<br />1210 LBS.
<br />q
<br />1 EA
<br />*5 BAR
<br />CONT, FROM
<br />POURED SOLID
<br />FTG TO LINTEL
<br />�-
<br />TYPICAL C.M.U. WALL REINFORCING
<br />j.
<br />FILLED CELL
<br />1/32"RD, PLAIN BAR EACH
<br />1/32" PLAIN STIRRUPS
<br />(POSITIONERS) 4'-0" O.C.
<br />TIED OR WELDED
<br />2 STRANDS, 1/16", 1 WIRE
<br />STRESS RELIEVED 150 K34
<br />PRE -STRESSING CABLE
<br />'A' BARS PER SCHEDULE
<br />PRE STRESSED CONCRETE
<br />PRE -STRESSED
<br />REINFORCING SCHEDULE AND LOAD CAPACITIES
<br />LINTEL
<br />LENGTH
<br />CLEAR
<br />SPAN
<br />'A' BAR
<br />SCHEDULE
<br />MAX. SAFE LOAD
<br />LINTEL ONLY
<br />SAFE LOAD ON
<br />COMPOSITE
<br />ah
<br />14'-8"
<br />13'-4"
<br />NONE
<br />550
<br />*/FT.
<br />1,900
<br />*/Ft.
<br />at
<br />15'4'
<br />14'-0"
<br />NONE
<br />650
<br />*/FT.
<br />1,810
<br />*/FT.
<br />aJ
<br />IT-4"
<br />ib'-O"
<br />*4RD. BARS
<br />510
<br />*/FT,
<br />1,580
<br />*/FT.
<br />ak
<br />19'4'
<br />18'-O"
<br />2 - *5RD. BARS
<br />500
<br />*/FT.
<br />1,400
<br />*/FT.
<br />am
<br />20'-0"
<br />18'-8"
<br />2 - *5RD. BARS
<br />425
<br />*/FT.
<br />1,400
<br />*/FT.
<br />an
<br />22'-0"
<br />204"
<br />2 - *5RD. BARS
<br />390
<br />*/FT.
<br />1,220
<br />*/FT.
<br />ao
<br />24'-0"
<br />22'-8"
<br />2 - *5RD. BARS
<br />320
<br />*/FT.
<br />1,120
<br />*/FT.
<br />(1) *5 BARS IF TRUS'
<br />"GIRDER" IS SUPPORTED
<br />BY LINTEL GREATER
<br />THAN 8'-0"
<br />11'-4" (208") PRESTRESSED 381 LBS. 911 LBS. (1) *5 BARS IF TRUSS -
<br />19'-4" (232") PRESTRESSED 289 LBS. 823 LBS. GIRDER IS SUPPORTED
<br />BY LINTEL
<br />REINFORCING SCHEDULE AND LOAD CAPACITIES
<br />LINTEL
<br />BAR
<br />CLEAR
<br />BOTTOM REINFORCMENT BARS
<br />MAX. SAFE LOAD
<br />SAFE LOAD ON
<br />LENGTH
<br />LENGTH
<br />SPAN
<br />'A' MAIN BARS 'B' BARS
<br />LINTEL ONLY
<br />COMPOSITE
<br />r
<br />2'-10"
<br />21-8"
<br />11-6"
<br />2 - 1/32" NONE
<br />1,000 + */FT,
<br />3,000 + */FT.
<br />31-6"
<br />3'-4"
<br />2'-2"
<br />PLAIN BAR ENDS
<br />t
<br />41-0"
<br />3'-10"
<br />21-8"
<br />HOOKED UP SOD.
<br />4'-6"
<br />4'-4"
<br />3'-2"
<br />FOR 2-1/2"
<br />51-611
<br />51-21
<br />41-01'
<br />2 - *3RD. NONE
<br />1,000 + */FT.
<br />2,100 + */FT.
<br />5- 10
<br />I'
<br />5-811
<br />4-611
<br />�
<br />1
<br />11-O"
<br />6'4"
<br />2 - *4RD. NONE
<br />800 + */FT,
<br />2,250 + */FT,
<br />as
<br />8'-4"
<br />1'-loll
<br />1'-0"
<br />ab
<br />9'-4"
<br />8'-10"
<br />8'-O"
<br />2 - *5RD. NONE
<br />800 + */FT.
<br />2,000 + */FT.
<br />10'-6"
<br />10--0"
<br />9'4"
<br />1l'-4"
<br />10'-10"
<br />10'-O"
<br />2 - *5RD. 2 - *3RD.
<br />800 */FT.
<br />2,000 */FT.
<br />as
<br />12'-6"
<br />12'-0"
<br />ll'-2"
<br />100 */FT.
<br />1,800 */FT.
<br />of
<br />13'-4"
<br />12'-10"
<br />121-0"
<br />650 */FT,
<br />IAOO */FT.
<br />as
<br />14'-0"
<br />13'-6"
<br />12'-8"
<br />600 */FT.
<br />1,100 */FT,
<br />ABOVE INFORMATION IS BASED ON CAST-CRETE (FECP CORP.) BRAND LINTELS.
<br />BASED ON TESTS CONDUCTED BY WERTHER F. ROSCH, P.E.
<br />PRECAST LINTELS MAY BE CAST CRETE OR OTHER BUILDING CODE APPROVED
<br />PRECAST MANUFACTURERS.
<br />(1) *5 REBAR CONTINUOUS
<br />— CONC. KNOCKOUT BLOCK
<br />— CELLS AND V LINTEL FILLED W/GONG.
<br />(3000) PSI AT 28 DAYS)
<br />— PRE CAST / PRE STRESSED 'U' LINTEL (SEE DETAIL)
<br />*4 BAR ADDED THROUGH V LINTEL TO
<br />SUPPORTS IN SPANS GREATER THAN 12'-0"
<br />SON HD2A
<br />S IMPSON 8101
<br />TYPICAL >,--IOLDOWN
<br />INSTALLATION
<br />NTS
<br />SPECIFICATIONS
<br />1. BAR STEEL SHALL BE MIN, GRADE 40, DEFORMED EXCEPT SAWED JOINT -FILL JOINT
<br />LEVEL WITH JOINT FILLER
<br />WHERE PLAIN BARS (HOOKED FOR BOND ANCHORAGE) ARE
<br />SPECIFICALLY PERMITTED.
<br />2. CONCRETE IN PRE CAST MEMBERS TO BE MIN, 4000 PSI AT SYNTHETIC FIBER REINFORCING
<br />28 DAYS. v
<br />COMPOSITE LINTEL SECTION
<br />(STANDARD FOR TRUSS "GIRDER" LINTELS)
<br />MAX. UPLIFT - 10,000 Iba, CONTROL JOINT
<br />SEE PLANS FOR
<br />A,B, REQUIREMENTS
<br />(OPTION)
<br />2 S I MPSON
<br />H4's
<br />TYPICAL H4 OR 8101
<br />INSTALLATION
<br />NTS
<br />BOND BEAM COURSE
<br />EVERY 60" O.C. (TYP.)
<br />HORIZONTAL STEEL
<br />IN BOND BEAM
<br />SCREENMUNDERBO RBW11e
<br />TO CONFINE GROUT
<br />VERTICAL NTEEL
<br />INING STEEL ARE
<br />-Y_ WITH GROUT:
<br />DROPPINGS, AND AT LEAST
<br />1 1/2" X 2" IN SIZE (TYP.)
<br />PLACE MORTAR ON CROSS
<br />WEBS ADJACENT TO CELLS
<br />THAT WILL BE GROUTED
<br />TO FORM DAMS
<br />TYPICAL WALL WITH RODS PLACEMENT
<br />N.
<br />NOTES: CONTROL JOINTS
<br />1LOCATE JOINS AT SUCH INTERVALS THAT THE MAXIMUM SLAB
<br />AREA BETWEEN THESE JOINTS DOES NOT EXCEED 400 SQUARE FEET.
<br />ANY CONTROL JOINTS LOCATED ON THE FOUNDATION PLAN ARE A MINIMUM.
<br />2) SAWCUT JOINTS MUST BE MADE AS SOON AS POSSIBLE AFTER THE
<br />SURFACE IS FIRM ENOUGH BUT NO LATER THAN TWELVE HOURS AFTER
<br />PLACEMENT.
<br />SLAB ON GRADE JOINTDETAILS
<br />SCALE: 3/4" - 1'-0"
<br />*5 VERTICAL WALL REINFORCING SEE WALL SECTION FOR
<br />IN GROUTED CELLS SPECIFICATIONS IN THIS ARE
<br />BOND BEAM A.C.I, SO STANDARD
<br />HOOK- EMBED 6"
<br />Fu
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<br />L5EARING
<br />FOOTER
<br />SEE FOUNDATION PLAN FOR
<br />FOOTER SIZE 4 REBAR PLACEMENT
<br />MASONRY WALL
<br />FILLED CELL DETAIL
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