TECBEAM FLOOR/ROOF DETAILS - Tilling .au
TecBeam Fixing Details - Page 1/6 Last update: 4th March 2022 TECBEAM FLOOR/ROOF DETAILS TecBeam Section Details T1A T1B T1C T1D Tapered End Details T2A T2B T2C T2D T2E T2F T2G T2H T2I T2J T2K T2L TB25 & TB26 TB25 & TB26 TB40 TB30 TB36 TB40 TB36 TB30 Strongback Fixing Details T3A T3B Load Bearing Strongback Details T3C T3D Cantilevered TecBeam Details T4A T4B T4C Timber Steel Non-Cantilevered Strongback Cantilevered With Extension Reinforced TecBeam LVL/Pine Joist Flat Roof Framing & Box-Gutter T5A T5B End Blocking Details T6A T6B T6C T6D Blockwall Support Details T7A T7B T7C Flat Roof Framing Solid SmartJoist Hanger EA Box-Gutter Cantilevered Strongback Solid Rimjoist SmartRim Full Bear TecBeam To Timber Beam Details TB To UB/UC Steel With Bracket T8A T8B T8C T8D T8E T8F T9A T9B T9C T9D T9E T9F TB To PFC Steel With Bracket T9G T9H T9I FM FM TM Front Inverted With Web With LVSIA LVSIA FM FM Stiffener Strap 300 UB FM UB FM UC TM FM TM TM Strap FM Back TecBeam Check Into Steel Details Timber Beam To TecBeam Details Web-Stiffener Details T10A T11A T11B T12A T12B Single Double TecBeam TecBeams Multiple TecBeams Laminataion Details T13A T13B T13C T13D UDL PL Int. Wall Ext. Wall Over Support Under PL or Wall
TecBeam Fixing Details - Page 2/6 Last update: 4th March 2022 TecBeam Section Details SmartLVL 13 flanges SmartLVL 13 flanges 242 x 0.8 mm steel web 246 160 mm Ø hole at 450 ctrs 73 43 295 x 1.0 mm steel web 43 242 x 1.0 mm steel web 160 mm Ø hole at 450 ctrs 160 mm Ø hole at 450 ctrs 255 242 x 1.0 mm steel web 295 x 1.0 mm steel 300 web 214 mm Ø hole at 600 ctrs 73 43 47.5 43 93 93 SmartLVL 13 flanges SmartLVL 13 flanges SmartLVL 13 flanges SmartLVL 13 flanges SmartLVL 13 flanges SmartLVL 13 flanges SmartLVL 13 flanges 295 x 1.2 mm steel web 214 mm Ø hole at 600 ctrs 295 x 1.2 214 mm mm steel Ø hole web at 600 ctrs 360 214 mm Ø hole at 600 ctrs 400 214 mm Ø hole at 600 ctrs 295 x 1.0 mm steel web 214 mm Ø hole at 600 ctrs 295 x 1.2 mm steel web 91 91 91 91 91 91 91 91 91 TB259aL13 TB259bL13 TB269bL13 T309bL15 T309cL15 TB369bL13 TB369cL13 T409bL15 T409cL15 TecBeam TB309 Section Detail T1B TecBeam TB259 & TB269 Section Detail T1A Strongback Fixing Details Load Bearing Strongback Offset load bearing wall Lower rafter or balcony joist Timber wedges glued Timber Strongback - standard size and nailed or screw fixed 140x35 / 190x42 LVL or 140x45 MGP10 for TB25 190x35 / 190x42 LVL or 190x45 MGP10 for TB30, TB36 & TB40 Maximum Strongback Size (D x W) TB25 & TB26 - 2/140x35 LVL, 2/140x45 MGP, 150x58 LVL TB30 - 2/190x35 LVL, 2/190x45 MGP, 200x58 LVL TB36 - 2/190x35 LVL, 2/190x45 MGP, 200x58 LVL TB40 - 2/190x35 LVL, 2/190x45 MGP, 200x58 LVL TecBeam T409 Section Detail T1D TecBeam TB369 Section Detail T1C Steel Strongback - standard size 150UB or 150PFC for TB25 180UB or 180PFC for TB30, TB36 & TB40 Timber wedges glued and nailed or screw fixed Lower load bearing wall Double/triple Tebeam floor joists Maximum Strongback Size (D x W) TB25 & TB26 - 150PFC, 150UB14 TB30 - 180UB, 180PFC TB36 - 180UB, 180PFC TB40 - 180UB, 180PFC Strongbacks at tecbeam hole centres SECTION A-A SECTION A-A Tecbeam Timber Strongback Connection T3A Cantilever Span If a step-down is required, add packing to match floor depth or use a Tecslab floor Timber wedges glued and nailed or screw fixed (Alternative: Wedges fixed on top) Blocking between every joist over line of support Strongbacks at tecbeam hole centres Double/triple Tebeam floor joists Strongbacks at tecbeam hole centres Lower load bearing wall Lower load bearing wall Load Bearing Timber Strongbacks Through TecBeam T3C Lower rafter or balcony joist Load Bearing Cantilevered Strongbacks Through TecBeam T3D TecBeam Flat Roof Fixing to engineer's design Install LVL web-stiffener on both sides of the web. Cantilever Span Blocking between every joist over line of support Min. Nailing Requirement: 4/65 x 2.7mm nails at 200mm cts to be fixed from each side. Ply, LVL or SmartRim to be fixed each side of TecBeam to span back past support A A Strongback to manufacturer's specification Backspan: Min. cantilever span x 2 Offset load bearing wall Lower rafter or balcony joist Tecbeam Steel Strongback Connection T3B Backspan: Min cantilever span x 2 Min. Web-Stiffener Size: 35mm thick x 200mm long seasoned timber, tight fitting between timber flange on each side of the web and nailed together. Min. Nailing Requirement: 8/65 x 2.7mm nails Note: If a web hole occurs over the support, use 350mm long web-stiffeners or 2 off 200mm long web-stiffener (side by side) by fix the min. nailing requireed through the steel web. Double/triple Tebeam floor joists Cantilever span Strongbacks at tecbeam hole centres Cantilevered TecBeam Install LVL web-stiffener on both sides of the web. Lower load bearing wall Double/triple Tebeam floor joists Offset load bearing wall Timber wedges glued and nailed or screw fixed (Alternative: Wedges fixed on top) Offset load bearing wall Lower rafter or balcony joist Fixing to engineer's design Purlins SECTION A-A Backspan: Min cantilever span x 1.5 Cantilever Span Strongback to manufacturer's specification Blocking between every joist over line of support Backspan: Min cantilever span x 2 Strongback to manufacturer's specification TecBeam Box-Gutter Sloping metal deck roof 70 x 35 posts fixed to Tecbeam with 12 g x 75 screws. Add bracing between posts where purlin is more than 600 mm above joist Strongbacks for bracing Sloping metal deck roof 42 mm thick SmartLVL15 packing strip nailplated to extension prior to installation on both sides 76 x 63 x 1.0 mm Pryda knuckle of the TecBEAM nailplates both sides 20 TB25 - 85mm 40 40 8/2.8 x 75 mm nails TB26 - 85mm 40 40 both sides TB30 - 117mm TB36 - 115mm TB40 - 144mm 40 MAX 400 mm Load bearing wall Strongback MIN 600 mm 12/2.8 x 75 mm nails both sides TB25 - 2/120x35 SmartLVL15 TB26 - 2/120x35 SmartLVL15 TB30 - 2/140x35 SmartLVL15 TB36 - 2/170x35 SmartLVL15 TB40 - 2/190x35 SmartLVL15 Maximum end reaction with 24 nails 2 nail plates per side: TB25, TB26 4.4kN TB30, TB36 & TB40 4.8kN Rimboard end blocking Rimboard end blocking Non-Load Bearing Cantilevered TecBeam T4A TecBeam With Cantilevered Solid Timber Extension T4B Load Bearing Cantilevered TecBeam With Ply/Rimbaord Reinforcement T4C SECTION A-A TecBeam Flat Roof Framing Detail T5A TecBeam Box Gutter End Detail - Metal Roof Only T5B
TecBeam Fixing Details - Page 3/6 Last update: 4th March 2022 TecBeam Tapered End Details (TB25 & TB26) TecBeam Tapered End Details (TB30) Max. 200 mm Max. 400 mm 35 x. Ma 40 15 48 15 15 40 Max. 400 mm 20 38.5 20 g 0 de x. 2 Ma 20 Max. 125 mm at steel web MAX. END REACTION Nails - k1 x 5.5 kN 30 2040 23 31 24 Min. 100mm 40 38.5 40 Max. 70mm ***IMPORTANT*** Web hole from beam start must be greater than 190mm 190mm - No web hole 30 23 40 120 Max. 150 mm at steel web 22 42 TecBeam TB25/TB26 Tapered End Detail 100mm Upstand With Hole Located 250mm From End. T2B 20 Min. 160mm 20 40 eg 4d x. 2 Ma 20 40 20 40 MAX. END REACTION Nails - k1 x 8.3 kN 44 33 40 20 20 20 20 40 120 42 54 54 54 20 Min. 118mm 54 Steel Web 400mm - No web hole TecBeam Tapered End Details (TB36) 35 40 35 22 22 22 22 22 40 40 40 25 21.5 21.5 40 40 40 Web blocks 2/215x42 LVL15 - Grain horizontal with min. 18/2.9 x 65mm nails to the perimeter Approxi. 9 nails each side. 43.5 20 40 22 22 40 20 40 37.5 Min. 148mm 20 Steel Web 20 40 40 54 54 54 54 54 40 20 ***IMPORTANT*** Web hole from beam start must be greater than 293mm Max. 70mm Steel Web ***IMPORTANT*** Web hole from beam start must be greater than 190mm 190mm - No web hole TecBeam TB36 Tapered End Detail 220mm Upstand With Hole Located 190mm From End. T2G MAX. END REACTION Nails - k1 x 6.0 kN 40 37.5 40 40 20 20 20 20 130 40 40 40 44 40 Min. 220mm MAX. END REACTION Nails - k1 x 7.3 kN 44 40 40 40 37.5 22 37.5 40 43.5 2 / 10 gauge x 65mm screws eg 8 d 22 x. 2 Ma 22 Max. 175 mm at steel web 20 20 20 44 Max. Steel Web 70mm ***IMPORTANT*** Web hole from beam start must be greater than 400mm 400mm - No web hole TecBeam TB36 Tapered End Detail 148mm Upstand With Hole Located 400mm From End. T2H Max. 400 mm eg 5d .3 ax M MAX. END REACTION Nails - k1 x 5.8 kN eg 8d x. 2 22 Ma Max. 175 mm at steel web 40 40. 20 20 20 20 43.5 44 44 44 44 MAX. END REACTION Nails - k1 x 7.4 kN Max. 400 mm 2 / 10 gauge x 65mm screws 45 45 Max. 175 mm at steel web 45 22 34 22 34 22 34 22 34 44 43.5 20 130 Min. 260mm 35 35 MAX. END REACTION Nails - k1 x 6.1 kN 43 35 50 eg 8d 40 20 20 20 20 40 Min. 188mm 40 20 20 54 54 54 54 40 25 40 20 Min. 188mm 25 43.5 43.5 25 43.5 25 40 20 43.5 MAX. END REACTION Nails - k1 x 6.0 kN 25 29 54 25 25 29 43 20 20 35 40 29 50 20 x. 2 Ma 43 43 43.5 Web blocks 2/215x42 LVL15 - Grain horizontal with min. 18/2.9 x 65mm nails to the perimeter & 5/2.9 x 65mm nails to the end. Approxi. 12 nails each side. 2 / 10 gauge x 65mm screws Web blocks 2/215x42 LVL15 - Grain horizontal with min. 18/2.9 x 65mm nails to the perimeter Approxi. 9 nails each side. Max. 200 mm 44 40 40 TecBeam TB30 Tapered End Detail 160mm Upstand With Hole Located 190mm From End. T2D Max. 400 mm Web blocks 2/200x42 LVL15 - Grain vertical with min. 20/2.9 x 65mm nails to the perimeter Approxi. 10 nails each side. 43.5 22 20 MAX. END REACTION Nails - k1 x 5.8 kN 20 35 22 40 22 ***IMPORTANT*** Web hole from beam start must be greater than 190mm TecBeam Tapered End Details (TB40) Web blocks 2/215x42 LVL15 - Grain horizontal with min. 18/2.9 x 65mm nails to the perimeter & 5/2.9 x 65mm nails to the end. Approxi. 12 nails each side. 2 / 10 gauge x 65mm screws 22 40 50 43.5 TecBeam TB30 Tapered End Detail 118mm Upstand With Hole Located 293mm From End. T2F 22 40 35 35 190mm - No web hole g de 35 x. Ma 43.5 25 293mm - No web hole Max. 90 mm at steel web eg 8d x. 2 Ma Max. 175 mm at steel web Max. 90 mm at steel web 21.5 20 Max. 70mm ***IMPORTANT*** Web hole from beam start must be greater than 400mm TecBeam TB30 Tapered End Detail 118mm Upstand With Hole Located 400mm From End. T2E Max. 400 mm 20 Steel Web Web blocks 2/200x42 LVL15 - Grain vertical with min. 20/2.9 x 65mm nails to the perimeter Approxi. 10 nails each side. Max. 200 mm 21.5 21.5 20 40 20 20 21.5 2040 25 54 Max. 70mm ***IMPORTANT*** Web hole from beam start must be greater than 290mm TecBeam TB25/TB26 Tapered End Detail 100mm Upstand With Hole Located 290mm From End. T2C 21.5 2040 42 37 MAX. END REACTION Nails - k1 x 6.9 kN 33 30 21 40 Web blocks 2/215x42 LVL15 - Grain horizontal with min. 18/2.9 x 65mm nails to the perimeter & 5/2.9 x 65mm nails to the end. Approxi. 12 nails each side. Max. 400 mm Max. 150 mm at steel web 42 42 37 Max. 70mm 40 44 44 30 TecBeam Tapered End Details (TB36) 42 42 42 20 40 290mm - No web hole 22 30.5 30.5 25 eg 4 d 22 x. 2 Ma 22 42 Min. 148mm MAX. END REACTION Nails - k1 x 5.2 kN 16 16 16 33 21 20 ***IMPORTANT*** Web hole from beam start must be greater than 250mm 2 / 10 gauge x 65mm screws Max. 70mm 21 Max. Steel Web 70mm Steel Web Web blocks 2/215x42 LVL15 - Grain horizontal with min. 18/2.9 x 65mm nails to the perimeter Approxi. 9 nails each side. Max. 400 mm 20 40 30 21 20 TecBeam Tapered End Details (TB30) Min. 118mm 40 20 20 40 20 40 21 24 40 Min. 100mm 20 40 250mm - No web hole TecBeam TB25/TB26 Tapered End Detail 110mm Upstand With Hole Located 190mm From End. T2A 22 eg 5d .3 ax 40 M 40 31 20 Steel Web 22 20 40 24 40 20 20 20 30 23 31 24 g 0 de 23 20 20 20 20 20 Max. 70mm x. 2 Ma 20 20 MAX. END REACTION Nails - k1 x 4.3 kN 40 4020 Min. 110mm Max. 125 mm at steel web 34 40 40 Web blocks 2/200x42 LVL15 - Grain vertical with min. 19/2.9 x 65mm nails to the perimeter Approxi. 10 nails each side. Max. 200 mm Max. 90 mm at steel web g de Max. 90 mm at steel web Web blocks 2/160x42 LVL15 - Grain horizontal with min. 15/2.9 x 65mm nails to the perimeter & 5/2.9 x 65mm nails to the end. Approxi. 10 nails each side. Web blocks 2/160x42 LVL15 - Grain horizontal with min. 15/2.9 x 65mm nails to the perimeter & 5/2.9 x 65mm nails to the end. Approxi. 10 nails each side. Web blocks 2/200x42 LVL15 - Grain vertical with min. 13/2.9 x 65mm nails to the perimeter Approxi. 7 nails each side. 40 40 40 20 20 40 130 40 40 Steel Web 293mm - No web hole ***IMPORTANT*** Web hole from beam start must be greater than 293mm TecBeam TB36 Tapered End Detail 148mm Upstand With Hole Located 293mm From End. T2I Steel Web Max. 70mm 190mm - No web hole ***IMPORTANT*** Web hole from beam start must be greater than 190mm TecBeam TB40 Tapered End Detail 260mm Upstand With Hole Located 190mm From End. T2J Max. 70mm Steel Web 400mm - No web hole ***IMPORTANT*** Web hole from beam start must be greater than 400mm TecBeam TB40 Tapered End Detail 188mm Upstand With Hole Located 400mm From End. T2K Max. 70mm Steel Web 293mm - No web hole ***IMPORTANT*** Web hole from beam start must be greater than 293mm TecBeam TB40 Tapered End Detail 188mm Upstand With Hole Located 293mm From End. T2L
TecBeam Fixing Details - Page 4/6 Last update: 4th March 2022 TecBeam End Blocking Details Stud wall over Stud wall over Single layer of rimboard end blocking required for top floor of a multi-storey or sub-floor of a single storey Stud wall over Fix rimboard to the top plate / floor bearer & bottom plates 30mm in and at 45 deg angle with 3.15 x 75 nail @ 150mm crs Continuous solid timber fixed to joists (Alternative load spreader) Stud wall over Solid blocking between every joist Single layer rimboard blocking for 1) Top floor of a multi-storey 2) Sub floor of a single storey Min. 45mm bearing Top plate Top plate Fix rimbaord to the flanges & web-stiffener with 8 off 3.15 x 75 nail. Top plate SmartJoist blocking (Min. 51mm wide) between every joist Stud wall over Stud wall over 2 layers of rimboard end blocking required for all lower floors of a multi-storey except the top floor Continuous solid timber fixed to joists (Alternative load spreader) SmartJoist blocking (Min. 51mm wide) between every joist Solid blocking between every joist Top plate Top plate Load bearing stud wall Load bearing stud wall Tecbeam With Solid Timber End Blocking T6A Fix rimboard to the top plate / floor bearer & bottom plates 30mm in and at 45 deg angle with 3.15 x 75 nail @ 150mm crs FIXING OPTION: -Nails -Screws -Trip-L-Grips -Joist Hangers (For higher loads) Tecbeam With SmartJoist End Blocking T6B Fix rimbaord to the flanges & web-stiffener with 8 off 3.15 x 75 nail. Min. 45mm bearing 2 layers of rimboard blocking for 1) All lower floors of a multi-storey except the top floor Load bearing stud wall Tecbeam With Continuous Solid Timber End Blocking T6C Tecbeam With SmartRim End Blocking T6D TecBeam Block Wall Support Details Brick or masonry wall Solid timber or SmartJoist blocking between every joist as per detail TB6.1/TB6.2 Skew nail top flange to timber wall plate with 2 off 3.15 x 65 nails Masonry anchors to engineers design and installed to manufacturer's recommendations. Top plate fixed with masonry anchors to engineer's design Load bearing masonry wall TecBeam SmartLVL or similar plate, depth to approx match joist depth. Min. 42mm thick One 30x6g bugle-head screw through bottom hole OR one skew nail into each side of the bottom flange. Face-mount hanger code Load bearing masonry wall Solid timber or SmartJoist blocking between every joist as per detail TB6.1/TB6.2 Top plate fixed with masonry anchors to engineer's design Continuous angle fixed with masonry anchors to engineer's design Number of nails or (screws) into the supporting member SJF240 / 240F 10/3.75x35 Nails (6/No.12x35 Screws) SJF300 / 300F 12/3.75x35 Nails (8/No.12x35 Screws) SJF360 / 360F 14/3.75x35 Nails (8/No.12x35 Screws) SJF400 / 400F 16/3.75x35 Nails (10/No.12x35 Screws) Load bearing masonry wall Max. 12mm notch TecBeam to Brick Wall With Face Mount Hanger T7A TecBeam Bearing On Equal Angle Fixed To Brick Wall T7B TecBeam Bearing On Timber Plate Fixed To Brick Wall T7C TecBeam To Timber Beam Using Face-Mount Hanger Supporting Member Supported Member Max. 3mm Gap Web-Stiffener on both sides One 30x6 gauge bugle-head screw into top flange OR one skew nail into each side of the top flange. Resist Lateral Movement 10mm Min. Top flange of TecBeam restrained Resist Lateral Movement 10mm Min. Top flange of TecBeam restrained Resist Lateral Movement Resist Lateral Movement 10mm min. to restraint the top flange TecBeam Supporting beam Supporting Member Refer to table below for the number of nails required into the supporting member Face-mount hanger code SJF240 / 240F SJF300 / 300F SJF360 / 360F SJF400 / 400F Number of nails or (screws) into the supporting member 10/3.75x35 Nails (6/No.12x35 Screws) 12/3.75x35 Nails (8/No.12x35 Screws) 14/3.75x35 Nails (8/No.12x35 Screws) 16/3.75x35 Nails (10/No.12x35 Screws) One 30x6 gauge bugle-head screw through bottom hole OR one skew nail into each side of the bottom flange. TecBeam To Solid Timber Using Face Mount Hanger T8A Refer to table below for the number of nails required into the supported member Face-mount hanger code Number of nails or (screws) into the supported member SJF240 / 240F 10/3.75x35 Nails (6/No.12x35 Screws) SJF300 / 300F 12/3.75x35 Nails (8/No.12x35 Screws) SJF360 / 360F 14/3.75x35 Nails (8/No.12x35 Screws) SJF400 / 400F 16/3.75x35 Nails (10/No.12x35 Screws) TecBeam To Solid Timber Using Face Mount Hanger T8B One 30x6 gauge bugle-head screw through bottom hole OR one skew nail into each side of the bottom flange. Face-mount hanger code Refer to table below for the number of nails required into the supporting member 3 off 3.75 dia x 40 mm nails into the web-stiffener each side to achieve overall 6.1kN* wind uplift design capacity (0.9G Wind). *Design capacity including screw into the bottom flange. Number of nails or (screws) into the supporting member SJF240 / 240F 10/3.75x35 Nails (6/No.12x35 Screws) SJF300 / 300F 12/3.75x35 Nails (8/No.12x35 Screws) SJF360 / 360F 14/3.75x35 Nails (8/No.12x35 Screws) SJF400 / 400F 16/3.75x35 Nails (10/No.12x35 Screws) TecBeam To Solid Timber Using Face Mount Hanger With Extra Nails Into The Web-Stiffener T8C One 30x6 gauge bugle-head screw through bottom hole OR one skew nail into each side of the bottom flange. 30 x 0.8 mm strap with 4 off 3.15 x 35mm nails each end to increase the wind uplift capacity to 7kN Refer to table below for the number of nails required into the supporting member Number of nails or (screws) Face-mount into the supporting member hanger code SJF240 / 240F 10/3.75x35 Nails (6/No.12x35 Screws) SJF300 / 300F 12/3.75x35 Nails (8/No.12x35 Screws) SJF360 / 360F 14/3.75x35 Nails (8/No.12x35 Screws) SJF400 / 400F 16/3.75x35 Nails (10/No.12x35 Screws) TecBeam To Solid Timber Using Face Mount Hanger & G.I Straps T8D
TecBeam Fixing Details - Page 5/6 Last update: 4th March 2022 TecBeam To Timber Beam With LVSIA/LVSIA300 TecBeam to UB/UC Steel Face/Top Mount Hanger Skew nail top flange with 2 / 3.15 x 75 mm nail to the supporting beam Supporting beam Min. 42mm thick Supporting beam Min. 42mm thick Fix angle plate to supporting beam with 12 / No 12 x 35 mm long Type17 Hexagonal head screws. Skew nail top flange with 2 / 3.15 x 75 mm nail to the supporting beam Supporting beam Min. 42mm thick TecBeam Web-stiffener both sides TecBeam TecBeam TecBeam 75 mm Fix TecBeam to angle plate with 1 / No. 10 x 30 mm long Type17 counter-sunk screw. 75 mm 75 mm 50 mm Fix angle plate to supporting beam with 6 / No 12 x 35 mm long Type17 Hexagonal head screws. 50 mm Fix TecBeam to angle plate with 1 / No. 10 x 30 mm long Type17 counter-sunk screw per joist. 50 mm 12 off 7mm dia holes Min. 10mm from beam end 6 off 7mm dia holes 5mm dia. hole countersunk to underside 20mm Min. 10mm from beam end 5mm dia. hole countersunk to underside 20mm 75mm 75mm 300mm 150mm 50mm 50mm Pryda LVSIA Angle Bracket Supporting TecBeam Horizontal Application As An Angle Seat T8E LVSIA300 Angle Bracket Supporting TecBeams Horizontal Application As An Angle Seat T8F Web-stiffener Web stiffeners Fixing plates: Continuous (Type1) or Blocks (Type2) size dependent upon SmartJoist and steel beam sizes, but not less than 25 mm bearing onto steel beam Min. 35mm thick & securely fixed back to packers with nails or screws Fixing plates: Continuous (Type1) or Blocks (Type2) size dependent upon SmartJoist and steel beam sizes, but not less than 25 mm bearing onto steel beam Min. 35mm thick & securely fixed back to packers with nails or screws Section A (Type 1) 70x35mm or 70x45mm 30x6g bugle-head screw through Section A (Type 2) horizontal softwood packer bottom hole OR 1 skew nail into Connectors to be positioned shot fastened to steel web each side of the bottom flange. close to the fixing plate Skew nail top flange to fixing Timber packer fixed to the plate with 2 off 3.15 x 65 nails top of steel as per eng. spec 70x35mm or 70x45mm horizontal softwood packer shot fastened to steel web Fixing plates: Section B (Type 1) Continuous (Type1) or Blocks (Type2) size dependent upon SmartJoist TecBeam and steel beam sizes, but not less than 25 mm bearing onto steel beam Min. 35mm thick & securely fixed back to packers with nails or screws Section B (Type 2) B Web-stiffener Connectors to be positioned 30x6g bugle-head screw through both sides close to the fixing plate bottom hole OR 1 skew nail into each side of the bottom flange. TecBeam To UB Steel Beam Using Face-Mount Hanger T9A TecBeam 30x6g bugle-head screw through bottom hole OR 1 skew nail into each side of the bottom flange. Skew nail top flange to fixing plate with 2 off 3.15 x 65 nails Section A (Type 1) TecBeam Section A (Type 2) Connectors to be positioned close to the fixing plate Full height timber packer shot fastened to steel web as per eng. spec Timber packer fixed to the top of steel as per eng. spec Fixing plates: Continuous (Type1) or Blocks (Type2) size dependent upon SmartJoist and steel beam sizes, but not less than 25 mm bearing onto steel beam Min. 35mm thick & securely fixed back to packers with nails or screws TecBeam Web stiffeners B 30x6g bugle-head screw through bottom hole OR 1 skew nail into each side of the bottom flange. 30x6g bugle-head screw through bottom hole OR 1 skew nail into each side of the bottom flange. Timber packer fixed to the top of steel as per eng. spec TecBeam TecBeam To UB Steel Beam Using Face-Mount Hanger T9B Web-stiffener Vertical packers at 450mm crs shot fastened to steel web 45mm wide MGP10/LVL Fixing plate fixed to horizontal packers with nails/screws 310UC - 300x58mm LVL15 250UC - 240x42mm LVL15 Type1 - Continuous Type2 - Blocks Section B (Type 1) Section B (Type 2) Connectors to be positioned close to the fixing plate Vertical packers at 450mm crs shot fastened to steel web Section A (Type 1) 45mm wide MGP10/LVL Fixing plate fixed to horizontal packers with nails/screws 310UC - 300x58mm LVL15 250UC - 240x42mm LVL15 Type1 - Continuous Section A (Type 2) Type2 - Blocks Horizontal packers fix to the vertical packers with nails/screws B 30x6g bugle-head screw through bottom hole OR 1 skew nail into each side of the bottom flange. Section B (Type 1) Section B (Type 2) Horizontal packers fix to the vertical packers with nails/screws TecBeam To UC Steel Beam Using Face-Mount Hanger T9C TecBeam to PFC Steel Face/Top Mount Hanger Top-mount bracket to match joist size. Top mount hanger fixed to the timber packer with 6 off 40x3.75mm nails (3 nails into each top mount tab) Timber packer (Min. 35mm thick) shot fastened / fixed to the UB/UC steel as per eng. specification TecBeam One 30x6 gauge bugle-head screw through bottom hole OR one skew nail into each side of the bottom flange. IMPORTANT Min 3mm, max 6mm space to eliminate contact between hanger and steel which may cause squeaks. Top mount hanger fixed to the timber packer with 6 off 40x3.75mm nails (3 nails into each top mount tab) Top-mount bracket to match joist size. Timber packer (Min. 35mm thick) shot fastened / fixed to the UB/UC steel as per eng. specification Top mount hanger fixed to the timber packer with 6 off 40x3.75mm nails (3 nails into each top mount tab) Top-mount bracket to match joist size. Min 3mm, max 6mm space to eliminate contact between hanger and steel which may cause squeaks. Install packer inside the steel One 30x6 gauge bugle-head screw through bottom hole if the hanger is shorter than OR one skew nail into each side of the bottom flange. the supporting beam TecBeam to UB/UC Steel Using Top Mount Hanger T9D Top-mount bracket to match joist size. TecBeam TecBeam Web-stiffener both sides 30x6g bugle-head screw through bottom hole OR 1 skew nail into each side of the bottom flange. Skew nail top flange to fixing plate with 2 off 3.15 x 65 nails TecBeam to Both Sides of UB/UC Steel Beam Using Top Mount Hanger T9E 30x6g bugle-head screw through bottom hole OR 1 skew nail into each side of the bottom flange. Block alternate bays. Skew nail blocking into the web-stiffeners TecBeam Web-stiffener both sides TecBeam To PFC Steel Beam Using Face-Mount Hanger T9I TecBeam To Steel Beam Using Top Mount Hanger & G.I Straps T9F TecBeam 70x35mm or 70x45mm horizontal softwood packer shot fastened to steel web Web-stiffener both sides Timber packer (Min. 35mm thick) shot fastened / fixed to the PFC as per eng. specification TecBeam IMPORTANT Min 3mm, max 6mm space to eliminate contact between hanger and steel which may cause squeaks. Section A (Type 2) Connectors to be positioned close to the fixing plate Timber packer fixed to the top of steel as per eng. spec 70x35mm or 70x45mm horizontal softwood packer shot fastened to steel web Fixing plates: Continuous (Type1) or Blocks (Type2) size dependent upon SmartJoist and steel beam sizes, but not less than 25 mm bearing onto steel beam Min. 35mm thick & securely fixed back to packers with nails or screws B 30x6g bugle-head screw through bottom hole OR 1 skew nail into each side of the bottom flange. Section A (Type 1) Top mount hanger fixed to the timber packer with 6 off 40x3.75mm nails (3 nails into each top mount tab) Timber packer (Min. 35mm thick) shot fastened / fixed to the PFC as per eng. specification Section B (Type 1) TecBeam Section B (Type 2) Connectors to be positioned close to the fixing plate TecBeam To PFC Steel Beam Using Face-Mount Hanger T9G TecBeam Min 3mm, max 6mm space to eliminate contact between hanger and steel which may cause squeaks. One 30x6g bugle-head screw through bottom hole OR one skew nail into each side of the bottom flange. Install packer inside the steel if the hanger is shorter than the supporting beam TecBeam to PFC Using Top Mount Hanger T9H Solid Timber Beam To TecBeam Laminate double TecBeams as per detail TB16.2 Timber packer, minimum of 35mm bearing to steel and TecBeam. Packer to be fastened to steel beam as per eng. spec. 350mm long LVL/Pine blocks fixed to both sides of the steel web with min. 8 No. 2.7 x 65mm nails 350mm long LVL/Pine blocks fixed to both sides of the steel web with min. 8 No. 2.7 x 65mm nails 2 of 3.15 x 65mm skew nails, one each side, 2/3 up flange a minimum of 30 mm from the end. TecBeam Fixing plates: (continuous) size dependent upon SmartJoist size. Min. 35mm thick & securely fixed to the steel as per eng. specification Install packer inside the steel if the hanger is shorter than the supporting beam 30x6g bugle-head screw through bottom hole OR 1 skew nail into each side of the bottom flange. Skew nail top flange to fixing plate with 2 off 3.15 x 65 nails Top mount hanger fixed to the timber packer with 6 off 40x3.75mm nails (3 nails into each top mount tab) UB, UC or Channel section Timber packer fixed to the top of PFC as per eng. spec 30x6g bugle-head screw through bottom hole OR 1 skew nail into each side of the bottom flange. TecBeam Fixing plates: Continuous (Type1) or Blocks (Type2) size dependent upon SmartJoist and steel beam sizes, but not less than 25 mm bearing onto steel beam Min. 35mm thick & securely fixed back to packers with nails or screws Max. 12mm deep notch in top flange only over the support/bearing. Web-stiffener both sides Web-stiffener both sides TecBeam Top mount hanger to match joist size One 30x6g bugle-head screw through bottom hole OR one skew nail into each side of the bottom flange. One 30x6g bugle-head screw through bottom hole OR one skew nail into each side of the bottom flange. SmartJoist blocking at 1800mm crs max. Blocking to be placed outside the steel Fixing plates: (continuous) size dependent upon SmartJoist size. Min. 35mm thick & securely fixed to the steel as per eng. specification Max. Uplift Capacity With Strap - 7.0kN Without Strap - 2.8kN (JD4 Joint Group) TecBeam Install packer inside the steel if the hanger is shorter than the supporting beam Web-stiffener both sides 2/40x3.75mm nails into the side of the timber packer (1 nail into each side) 30 x 0.8 mm strap with 4 off 3.15 x 35 nails each end to increase the uplift capacity to 7kN TecBeam Into Steel TecBeam Timber packer (Min. 35mm thick) shot fastened / fixed to the steel beam as per eng. specification Min 3mm, max 6mm space to eliminate contact between hanger and steel which may cause squeaks. Min 3mm, max 6mm space to eliminate contact between hanger and steel which may cause squeaks. Timber packer (Min. 35mm thick) shot fastened / fixed to the UB/UC steel as per eng. specification TecBeam Top mount hanger fixed to the timber packer with 6 off 40x3.75mm nails (3 nails into each top mount tab) Resist Lateral Movement Min. 35mm end bearing NOTCHING OF THE BOTTOM FLANGE IS NOT PERMITTED TecBeam Checked Into Steel Beam With Web-Stiffener T10A Framing bracket to manufacturer's specs Solid Timber Beam To Single TecBeam T11A Framing bracket to manufacturer's specs Solid Timber Beam To Double TecBeams T11B
TecBeam Fixing Details - Page 6/6 Last update: 4th March 2022 Web Stiffeners (Over Support & Under PL/LBW) Install LVL web stiffeners (Grain vertical) on both sides off joist over the support line for cantilevers Point Load Min. Web-Stiffener Size: 3
Strongback Fixing Details Load Bearing Strongback Details Flat Roof Framing & Box-Gutter Cantilevered TecBeam Details End Blocking Details TB25 & TB26 TB30 TB36 TB40 T2A T2B T2C T2D T2E T2F T2G T2H T2I T2J T2K T2L T3A T3B T3C T3D T4A T4B T4C T5A T5B T6A T6B T6C T6D Blockwall Support Details
Roof Juncture Details pages 8-9 Roof Valley Flashing Details pages 9-10 Roof Projection Flashing Details page 11 Roof Fastener Guidelines page 12 Ventilation Details pages 13-14 Specialty Roof Deck Details pages 15-16 Cold Roof System Details pages 17-18 High Humidity Area Details page 19 Coverage & Exposure Tables page 20 Care & Maintenance Overview pages 21-22 Specification Guidelines pages .
1.1 Sloped Roof Eave 1.2 Sloped Roof Gable 1.3 Ridge Vent Detail 1.4 Roof Penetration 1.5 Sloped Roof at Chimney - Side 1.6 Cricket at Chimney 1.7 Chimney at Sloped Roof - 3D View 1.8 Roof Overhang at Exterior Wall 1.9 Sloped Roof at Dormer - Head Wall 1.10 Sloped Roof at Dormer - Side Wall 1.11 Valley Detail FLASHINGS 2.1 Roof Diverter .
A low slope roof or flat roof has four parts such as roof deck, vapour retarder, insulation and roof membrane. The combination of these parts is known as roof assembly. 3.1 Roof Deck An entire roof system is held up by a roof deck. This is the base of roof assembly. Roo
Strength - the continuous steel web enhances beam strength by up to 20%, floors can be designed for loads exceeding 15 kPa. (A quick solution for a short span bridge!) Ductility - at the ultimate load capacity, testing shows that web tensile yielding and shear buckling generally occurs before flange stresses reach the timber capacity.
of the green roof components. The distributions of the conventional roof and green roof were summed to obtain the total cost of installation for a new green roof with a new conventional roof. The mean difference between the cost of the green roof and the conventional roof is defined
38. roof access ladder with lockable roof scuttle - see reflected ceiling plan and roof plan for additional information - typ. 39. roof drain and overflow roof drain. connect roof drain to underground storm drain pipe per civil drawings, overflow roof drain to daylight. overflow roof drain to have cast bronz
Roof Tiler’sWage RM 80.00/hours Cost Of Roof Tiles Per Hour RM 10.00 NosOf Roof Tiles Fixed Per Person Per Hour 95 pcs Cost Of Labour Per Piece Of Roof Tile RM 10.00 95 pcs RM 0.11 NosOf Roof Tiles Per M2 9.83 pcs Cost Of Labour Per Roof Square Of Roof Tiles 9.83pcs x RM 0.11 10
Financial accounting provides the rules and structure for the conveyance of financial information about businesses (and other organizations). At any point in time, some businesses are poised to prosper while others teeter on the verge of failure. Many people are seriously interested in evaluating the degree of success achieved by a particular organization as well as its . Saylor URL: http .
