Hollow Core - Stubbe's

1 8 , 10 , 12 , 14 thicknessess 5,000 7,000 square feet installed in one day Provides an instant working deck for other trades Storage in yard waiting for transportHollow core Spans 50 feet plus Continuous installation minimizing down time on site for other trades Proper co-ordination and quick installation allows for a fast-paced construction siteHollow CoreHollow core 8" (203 mm) Load Tables1/2" StrandsMr (kNm)Simple Span - Centre to Centre of Span - Meters3* *4* " StrandsMr (kip ft)Simple Span - Centre to Centre of Span - Feet10*11*12*13*14* core slab in2152000 mmfpu270 ksi1860 Mpaf c6000 Mpaf ci3000 MpaSw63 kPa9 1/4"5 1/2"1 3/4"7 1/4"3 - 11 7/8"1216 mm8"2037 1/4"7 1/2"1 3/4"4714023443191187187* Capacity limited by development length of reinforcing mm Hollow core Metric Load Table - Total Uniformly Distributed Load - kPa (kN/m2)Metric8 Hollow core Imperial Load Table - Total Uniformly Distributed Load - psf (lb/ft2)iMperialHollow core 10" (254 mm) Load Tables1/2" StrandsMr (kNm)

2 Simple Span - Centre to Centre of Span - * * * * * * * * * * * * " StrandsMr (kip ft)Simple Span - Centre to Centre of Span - Feet202122232425262728293031323334353637 3839404142431018555449744740436633330327 6252*231*212*194*178*164*151*139*128*118 *109100928578728167495443398359325295268 2442222031861701561431311201101019385787 1655961353893473112792512272051851681531 3812611410494857770635751454049525422419 91771571401251119988787061544741 Hollow core slab in2165230 in121 in244 mmfpu270 ksi1860 Mpaf'c6000 Mpaf'ci3000 MpaSw74 kPa10 3/4"10 "2547 1/2"8 1/2"8 3/4"3 - 11 7/8"1216 mm2252252172"531

3 1/2"35190270* Consult Stubbe s Precast to ensure LL deflections do not exceed l/360 for Live Loads greater than 100psf ( ) 254 mm Hollow core Metric Load Table - Total Uniformly Distributed Load - kPa (kN/m2)Metric10 Hollow core Imperial Load Table - Total Uniformly Distributed Load - psf (lb/ft2)iMperialHollow core 12" (305 mm) Load Tables1/2" StrandsMr (kNm)Simple Span - Centre to Centre of Span - " StrandsMr (kip ft)Simple Span - Centre to Centre of Span - core slab in2187000 in232 mmfpu270 ksi1860 Mpaf'c6000 Mpaf'ci3000 MpaSw86 kPa9 1/2"1 3/4"422403262 1/2"10 1/4"11 1/4"284262623 - 11 7/8"1216 mm12"3051 - 0 3/4"305 mm Hollow core Metric Load Table - Total Uniformly Distributed Load - kPa (kN/m2)Metric12 Hollow core Imperial Load Table - Total Uniformly Distributed Load - psf (lb/ft2)iMperialHollow core 14" (356 mm) Load Tables1/2" StrandsMr (kip ft)

4 Simple Span - Centre to Centre of Span - core slab in2247800 in173 in269 mmfpu270 ksi1860 Mpaf'c6000 Mpaf'ci3000 MpaSw111 kPa9 1/2"1 3/4"422403261 -0 3/4"2 1/2"10 1/4"11 1/4"284262623 - 11 7/8"1216 mm14"3561/2" StrandsMr (kNm)Simple Span - Centre to Centre of Span - mm Hollow core Metric Load Table - Total Uniformly Distributed Load - kPa (kN/m2)Metric14 Hollow core Imperial Load Table - Total Uniformly Distributed Load - psf (lb/ft2)iMperialSTYRO SPAN DISC INEACH EXTERIOR core 1OM BAR - 3 -0 LONG@ EACH GROUT JOINTCONTINUOUS 2 1/2 X 1/8 MASONITE BEARING PADTOP COURSE OF MASONRYWALL FILLED SOLID(BY OTHERS)NOTE: MIN 3 1/2 END BEARING2 -2 10 STYRO SPAN DISC INEACH EXTERIOR core 1OM BAR - 3 -0 LONG@ EACH GROUT JOINTCONTINUOUS 2 1/2 X 1/8 MASONITE BEARING PADTOP COURSE OF MASONRYWALL FILLED SOLID(BY OTHERS)2 -2 10 NOTCH PRECAST ANDGROUT LOCALLYDRYPACK PRIOR TOBUILDING WALL ABOVE(BY OTHERS)TOP COURSE OF MASONRYWALL FILLED SOLID(BY OTHERS)NOTE.

5 SIDE BEARING NOT REQUIRED BUT MAY BEUSED TO PROVIDE LATERAL SUPPORT TO WALLS10M BAR - 1'-4" LONG@ 6'-0" "6"NOTCH PRECAST ANDGROUT LOCALLYDRYPACK PRIOR TOBUILDING WALL ABOVE(BY OTHERS)TOP COURSE OF MASONRYWALL FILLED SOLID(BY OTHERS)NOTE: SIDE BEARING NOT REQUIRED BUT MAY BEUSED TO PROVIDE LATERAL SUPPORT TO WALLS10M BAR - 1'-4" LONG@ 6'-0" "6"GROUT JOINT SOLID1/2 STRAND - 4 -0 LONG@ EACH GROUT JOINTCONTINUOUS 2 1/2 X 1/8 MASONITE BEARING PADTOP COURSE OF MASONRYWALLED FILLED SOLID(BY OTHERS)4'-0"NOTE: MIN 3 1/2 END BEARINGNOTCH PRECAST ANDGROUT LOCALLY GROUT JOINT SOLIDDRYPACK PRIOR TOBUILDING WALL ABOVE(BY OTHERS)10M BAR - 1'-4" LONG@ 6'-0" BAR - 3'-0" LONG@ EACH GROUT JOINTCONTINUOUS 2 1/2 X 1/8 MASONITE BEARING PADTOP COURSE OF MASONRYWALL FILLED SOLID(BY OTHERS)2'-2"10"6 10 NOTE.

6 MIN 3 1/2 END BEARINGH ollow core Connections to Masonry WallsMW1MW2 End Bearing HalfEnd Bearing FullMW3MW4 Side Bearing HalfSide Bearing FullMW5MW6 End to End BearingEnd to Side BearingVERTICAL REINFORCING IS NOT TOINTERFERE WITH PRECAST BEARING STYRO SPAN DISC INEACH EXTERIOR CORECONTINUOUS 2 1/2 X 1/8 MASONITE BEARING PADTOP COURSE OF MASONRYWALL FILLED SOLID(BY OTHERS)NOTE: MIN 3 1/2 [89] END BEARING10M BAR - 3 -0 LONG@ EACH GROUT JOINT2 -2 10 10M BAR - 3'-0" LONG@ EACH GROUT JOINTNON-LOAD BEARINGWALL ASSEMBLY,CONNECTION OF WALL TOPRECAST BY OTHERS CONTINUOUS 2 1/2 X 1/8 MASONITE BEARING PADTOP COURSE OF MASONRYWALL FILLED SOLID(BY OTHERS)2'-2"10"VERTICAL REINFORCING IS NOT TO INTERFERE WITH PRECAST BEARINGNOTCH PRECAST AND GROUT LOCALLYDRYPACK PRIOR TO BUILDINGWALL ABOVE (BY OTHERS)TOP COURSE OF MASONRYWALL FILLED SOLID (BY OTHERS)NOTE.

7 SIDE BEARING NOT REQUIRED BUT MAY BEUSED TO PROVIDE LATERAL SUPPORT TO WALLS6 10 10M BAR - 1 -4 LONG@ 6 -0 ASSEMBLYBY OTHERSVOID FILL FILLEDBY OTHERSNO SIDE BEARING ANDCONNECTION1/2 VERTICAL REINFORCING IS NOT TO INTERFERE WITH PRECAST BEARING CONTINUOUS 2 1/2 X 1/8 MASONITE BEARING PADTOP COURSE OF MASONRYWALL FILLED SOLID(BY OTHERS)1/2 STRAND - 4 -0 LONG@ EACH GROUT JOINTNOTE: MIN 3 1/2 END BEARING4 -0 GROUT JOINT SOLIDNOTCH PRECAST ANDGROUT LOCALLY VERTICAL REINFORCINGIS NOT TO INTERFEREWITH PRECAST BEARINGGROUT JOINT SOLID10M BAR - 3 -0 LONG@ EACH GROUT JOINTCONTINUOUS 2 1/2 X 1/8 MASONITE BEARING PADTOP COURSE OF MASONRYWALL FILLED SOLID(BY OTHERS)2 -2 10 10M BAR - 1 -4 LONG@ 6 -0 PRIOR TOBUILDING WALL ABOVE(BY OTHERS)NOTE.

8 MIN 3 1/2 END BEARING6 10 Hollow core Connections to Masonry WallsMW7MW8 End Bearing HalfEnd Bearing FullMW9MW10 Side Bearing HalfNo Side BearingMW11MW12 End to End BearingEnd to Side BearingENGINEER OF RECORD TOENSURE BEAM IS DESIGNEDTO ACCOUNT FOR ANYTORSIONAL LOADS DUE TOANY LOAD ECCENTRICITIESPRECAST TO EXTEND MINIMUM 1 PAST OF BEAM TO AVOID TWISTING OF STEEL SUPPORTWELDABLE 10M BAR - 3 -0 LONG @ EACH GROUT JOINT2 -0 7 3 2 1 MIN(3/32) NOTCH PRECAST ANDGROUT LOCALLY DRYPACK / STEELSHIM VOID(BY OTHERS)WELDABLE 10M BAR -1 -4 LONG @ 6 -0 2 10 (3/32 )NOTCH PRECAST ANDGROUT LOCALLYPRECAST TO EXTEND 1 PAST OF BEAM TO AVOID TWISTING OF STEEL SUPPORTGROUT JOINT SOLIDWELDABLE 10M BAR - 3 -0 LONG @ EACH GROUT JOINTDRYPACK / STEELSHIM VOID(BY OTHERS)WELDABLE 10M BAR -1 -4 LONG @ 6 -0 2 -2 7 3 2 (3/32 )10 GROUT JOINT SOLID1/2 STRAND - 4 -0 LONG@ EACH GROUT JOINT1/4 X 1 PL x 4 LONG@ 4 -0 WELDED TO BEAM(BY OTHERS)NOTE.

9 MIN 3 1/2 BEARING4 -0 ENGINEER OF RECORD TOENSURE BEAM IS DESIGNEDTO ACCOUNT FOR ANYTORSIONAL LOADS DUE TOANY LOAD ECCENTRICITIES1/2 STRAND - 4 -0 LONG@ EACH GROUT JOINT4 -0 GROUT JOINT SOLIDNOTE: MIN 3 END BEARINGTEMP. SHORING TO BEPROVIDED BY APPLICABLEGROUT JOINT SOLIDNOTE: MIN 3 END BEARINGTEMP. SHORING TO BEPROVIDED BY APPLICABLEWELDABLE 10M BAR - 3 -0 LONG @ EACH GROUT JOINT2 -2 7 3 2 (3/32 ) Hollow core Connections to Structural SteelSt1St2St3St4St5St6 End Bearing Side Bearing End to End BearingEnd to Side BearingEnd to End Bearing Recessed BeamEnd to End Bearing Recessed BeamENGINEER OF RECORD TOENSURE BEAM IS DESIGNEDTO ACCOUNT FOR ANYTORSIONAL LOADS DUE TOANY LOAD ECCENTRICITIESPLEASE NOTE THIS DETAIL CAN ONLY BE USED AT ONE END OF THE slab TO ALLOW FOR INSTALLATIONGROUT JOINT SOLIDWELDABLE 10M BAR - 3 -0 LONG @ EACH GROUT JOINT2 -0 7 3 2 (3/32 )NOTE: MIN 3 END BEARINGTEMP.

10 SHORING TO BEPROVIDED BY APPLICABLEENGINEER OF RECORD TOENSURE BEAM IS DESIGNEDTO ACCOUNT FOR ANYTORSIONAL LOADS DUE TOANY LOAD ECCENTRICITIESGROUT JOINT SOLID1/2 STRAND - 4.