Structural Calculations

Size: px
Start display at page:

Download "Structural Calculations"

Transcription

1 Structural Calculations Project Project Number Napier Girls High School Performing Arts Building (Arthur Building) Document Control Date Version Extent of Revision Status 21 September 2015 A Original Review 26 September 2015 B Skectches Incorporated Building Consent Calculations prepared by Tim Pike Sigma Consulting Engineers Ltd CPEng

2 Designer JDTA and MPA Page No 01 Table of Contents Introduction... 2 Scope of Assessment... 2 Design Criteria... 3 Wind Forces... 3 Seismic Design Actions Superstructure... 3 Plan... 4 Transverse Portal Frame Grid Portal Frame Grids 2, 3, 4, Purlins Studs Longitudinal Portals East Wall Window Framing (Grid 5) South Wall Window Framing (Grids H and I) Eaves Beams to Support Wall Posts North Wall Door Framing Secondary Purlin Support Steel Grid Secondary Purlin Support Steel Grid Secondary Purlin Support Steel Grids 4 and Column and Post Arrangement Suspended Parapet Wall Classroom 2 Eaves Structure Roof Bracing Retaining Wall to South Face Portal Column Foundations Foundations to Columns at Grids E1, E2, I1, I2, H4, H5, G2, G3, C4, F Foundations to Columns at Grids C5, F Base Fixing to 125x125x5.0 SHS Posts Plan Durability Statement Appendices... 32

3 Designer JDTA and MPA Page No 02 Introduction Part of existing building superstructure is to be demolished and a replacement superstructure built with similar footprint. RDCL have completed geotechnical investigations and report R _01 dated 29 May 2015 applies. NCC considers the site to be in an Extra High wind zone to NZS 3604:2011. BRANZ consider the site to be in a Medium wind zone and Corrosion Zone D. Earthquake zone 3. RDCL consider the soil class to be B (rock). Investigations have confirmed that the foundation wall to the south face of the building, which retains hardfill and the concrete floor slab to the building, does not incorporate significant foundations and is considered to not be in compliance with the current building code. Scope of Assessment Portal frames Gable wall structure Longitudinal roof bracing Longitudinal wall bracing Eaves beams Purlins Retaining Wall Foundations

4 Designer JDTA and MPA Page No 03 Design Criteria From AS/NZS 1170: 50 year design life for building Importance level 2 APE = 1/500 ULS and 1/25 SLS Wind Forces Region A7 V 500 = 45 m/s; V 25 = 37 m/s Terrain category 3 M z = 0.83 M s = 1.0 M t = 1.0 V d = 37.4 m/s Q u = 0.85 kpa and Q s = 0.57 kpa C pe walls = +0.7 and 0.5 Roof pitch = 2 degrees; h/d = 0.4; C pe roof = 0.5 say If Tc = 2.5 then Mz = 0.87 and v = 39.2 m/s and qu = 0.92 kpa Med wind speed = 37 m/s and High wind speed = 44 m/s Design for wind speed of 44 m/s and Q u = 1.2 kpa and Q s = 0.8 kpa Seismic Design Actions Superstructure Subsoil class B Use 0.4 kpa dead load for roof + ceiling + services Use 0.4 kpa dead load for walls Roof area = 350m 2 so G = 140 kn Wall area = 400m 2 so G = 80 kn (half of wall area) Transverse loads resisted by portals on grids 1, 2/3, 4 and metre supported width, so some conservatism and inherent allowance for eccentricity. Longitudinal loads resisted by portals E1 E2; A1 A2; G4 G5; D4 D5; and B4 B5. Ceiling/roof diaphragm to all spaces. Use NZS 3404:Part 1:1997 for steel design. Category 3 structure, µ = 1.25, S p = 0.9. But can use S p = 0.7 for category 3 members as the material, section geometry, member restraint and connection requirements of section 12 are complied with.

5 Designer JDTA and MPA Page No 04 Plan

6 Designer JDTA and MPA Page No 05

7 Designer JDTA and MPA Page No 06

8 Designer JDTA and MPA Page No 07

9 Designer JDTA and MPA Page No 08 Transverse Portal Frame Grid 1 Supported width = 5 metres but use 10 metres Adopt roof area = (10m x 12m) = 120m 2 so G = 48 kn per frame = 4.8 kn/m Q = 0.25 kpa = 2.5 kn/m but zero in combination with seismic forces Wall supported = 50m 2 so G = 20 kn, apply as 1.2 kn/m to rafter So total load to rafter = 6.0 kn/m Total mass = 60 kn Portal Period: initial guess = 0.60 seconds 310UB40 trial section Z = 0.38 N = 1.0 R = 1.0 ULS and 0.25 SLS C h (T) = 1.40 Therefore C(T) = 0.53 ULS and 0.13 SLS µ = 1.25 S p = 0.7 k µ = C d (T) = C(T)*S p /k µ = (0.53*0.7/1.214) = 0.31 (ULS) and SLS W = 60kN F = 18.6kN ULS and 4.5 kn SLS d = 29mm (ULS) T = 2π ((60,000* )/(9.81*18,600*0.029)) 0.5 = 0.61 seconds OK Use T = 0.6 seconds Wind: Windward wall P = (0.85*2.0*10.0*0.7) = 11.9 kn ULS and 8.0 kn SLS Leeward wall P = (0.85*2.0*10.0*0.5) = 8.5 kn ULS 5.7 kn SLS Roof uplift = (10.0*0.85*0.5) = 4.25 kn/m ULS and 2.85 kn/m SLS Wind wall loads applied as point loads to eave since wall studs will be used, connected to an eaves beam Refer to SpaceGass12.21 analysis. Pinned bases. Displacement Results Vertical midspan deflection (G only) = 17mm = span/600 Lateral displacement in SLS earthquake = 5mm = height/800 In SLS wind the horizontal displacement = 22mm and the vertical deflection = 9mm Accept. Strength Results M max = 75 knm at eave (G+Q), check unrestrained columns using MemDes: ΦM bx = 111 knm so OK Rafters will be OK as they are restrained by the purlins M max = 78 knm at eave (G+E), unrestrained columns OK (see above) M rafters = 40 knm, bottom flange in tension so OK; bottom flange in compression for short length only so OK In wind case the column moment is less than for gravity or earthquake so is OK Rafters moment = 55 knm for half span say; ΦM bx = 97 knm so OK Concluded that 310UB40 portal is OK, with no lateral restraints to columns or rafters

10 Designer JDTA and MPA Page No 09 Portal Frame Grids 2, 3, 4, 5 Supported width = 6.5 metres on grids 2, 3, 5; but 9.5 metres on grid 4 Heights are similar to the portal frame on grid 1, but with a reduced rafter span Supported area is less for seismic forces but similar for gravity and wind forces So use same forces and loads as for portal frame on grid 1 loaded width 10 metres Displacement Results Vertical midspan deflection (G only) = 1.7mm Lateral displacement in SLS earthquake = 5mm = height/800 In SLS wind the horizontal displacement = 17mm and the vertical deflection = 9mm Accept. Strength Results M max = 75 knm at eave (G+Q), check unrestrained columns using MemDes: ΦM bx = 111 knm so OK Rafters will be OK as they are restrained by the purlins M max = 49 knm at eave (G+E), unrestrained columns OK (see above) M rafters = 49 knm, bottom flange in tension so OK; bottom flange in compression for short length only so OK In wind case the column moment is similar as for earthquake so is OK Rafters moment = 55 knm for half span say; ΦM bx = 97 knm so OK Concluded that 310UB40 portal is OK, with no lateral restraints to columns or rafters

11 Designer JDTA and MPA Page No 10 Purlins Span = 11.5 metres Spacing = 1000mm G = 0.4 kn/m Q = 0.25 kn/m W u = 0.85 kn/m W s = 0.57 kn/m 1.2G+1.5Q = 0.85 kn/m 0.9G W u = 0.5 kn/m Use DHS 300/15 purlins at 1000mm centres 2 rows of bracing to each span Alternatively use 450x63 hyspan purlins at 600mm centres Studs Non load bearing external walls Height = 4.4 metres See also NZS 3604:2011 table 8.4 Q u = 0.85 kpa and Q s = 0.57 kpa Assume 400mm centres W u = 0.34 kn/m and W s = 0.23 kn/m M* = 0.82 knm 140x45 SG8: ΦM b = 1.65 knm so OK Def = 13.6mm = span/323

12 Designer JDTA and MPA Page No 11 Longitudinal Portals Span = 11.4 metres (grids 1 3), height = 4.4 metres Supported width = 5 metres Each portal is to resist one quarter of the total building seismic load (conservative as there are 5 portals) G = 2.0 kn/m Q = 1.25 kn/m Wind: Windward wall P = (0.85*2.2*6.0*0.7) = 7.9 kn ULS and 5.3 kn SLS Leeward wall P = (0.85*2.2*6.0*0.5) = 5.6 kn ULS 3.8 kn SLS Roof uplift = (6.0*0.85*0.5) = 2.6 kn/m ULS and 1.7 kn/m SLS Wind wall loads applied as point loads to eave since wall studs will be used, connected to an eaves beam Refer to SpaceGass12.21 analysis. Pinned bases. Use C(T) = = 0.31 (ULS) and (SLS) Seismic mass = (0.4*90 roof) + (0.4*50 wall) = 56 kn So W u = 17.4 kn and W s =4.4 kn Try 310UB40 Displacement Results Vertical midspan deflection (G only) = 9.3mm Lateral displacement in SLS earthquake = 8mm In SLS wind the horizontal displacement = 18mm and the vertical deflection = 3mm Accept. Strength Results M max = 37 knm at eave (G+Q), check unrestrained columns using MemDes: ΦM bx = 111 knm so OK Rafters will be OK as they are restrained by the purlins M max = 56 knm at eave (G+E), unrestrained columns OK (see above) M rafters = 49 knm, bottom flange in tension so OK; bottom flange in compression for short length only so OK In wind case the column moment is less than for earthquake so is OK Rafters moment = 55 knm for half span say; ΦM bx = 97 knm so OK Concluded that 310UB40 portal is OK, with no lateral restraints to columns or rafters

13 Designer JDTA and MPA Page No 12 East Wall Window Framing (Grid 5) Windows span almost the full width of the portal span so require a wind beam to the top and bottom of the windows. Width = 8.3 metres Supported vertical width = 1.5 metres Q u = 1.2 kpa and Q s = 0.8 kpa i.e. W uls = 1.8 kn/m and W sls = 1.2 kn/m Beam depth limited by 140mm timber stud framing Include an intermediate post Span = 4.1 metres, M* = 3.8 knm 125x125x5.0 SHS: Deflection = 4.9mm = span/839 OK Check vertical deflection for top beam: 1.5 metres of timber wall framing say 0.5 kpa = 0.75 kn/m 125x125x5.0 SHS: Deflection = 3.0mm OK Check new central post: Height = 3.7 metres say central point load P sls = (2*4.1*1.2) = 9.8 kn P uls = (2*4.1*1.8) = 14.8 kn, M* = 13.7 knm, OK 125x125x5.0 SHS: Deflection = 11.4mm = height/323 Use 125x125x5.0 SHS Window Framing as shown below Purlin location must coincide with the vertical 140SHS post

14 Designer JDTA and MPA Page No 13 South Wall Window Framing (Grids H and I) Windows span almost the full width of the portal span so require a wind beam to the top and bottom of the windows, supported by vertical posts. Similar to east wall. Grids 1 3: Span = 4.4 metres Supported vertical width = 1.8 metres Q u = 1.2 kpa and Q s = 0.8 kpa i.e. W uls = 2.2 kn/m and W sls = 1.5 kn/m Beam depth limited by 140mm timber stud framing 125x125x5.0 SHS: Deflection = 6.7mm OK Check vertical deflection for top beam: 2.5 metres of timber wall framing say 0.5 kpa = 1.25 kn/m 125x125x5.0 SHS: Deflection = 5.6mm OK Check new central post: Height = 4.4 metres say central point load (4.4*2.2*0.8) = 7.7 kn 125x125x5.0 SHS: Deflection = 10.9mm = height/384 OK Use 125x125x5.0 SHS Window Framing as shown below Grids 3 4 and 4 5: Span = 5.4 metres Supported vertical width = 1.2 metres Q u = 1.2 kpa and Q s = 0.8 kpa i.e. W uls = 1.5 kn/m and W sls = 1.0 kn/m Beam depth limited by 140mm timber stud framing 125x125x5.0 SHS: Deflection = 10.2mm OK Check vertical deflection for top beam: 2.5 metres of timber wall framing say 0.5 kpa = 1.25 kn/m 125x125x5.0 SHS: Deflection = 12.7mm OK Check new central post: Height = 3.4 metres say central point load (1.7*5.4*0.8) = 7.4 kn 125x125x5.0 SHS: Deflection = 5.5mm OK Use 125x125x5.0 SHS Window Framing as shown below Secure 125SHS posts to concrete slab with 250x150x10 plate and 2 M12 Grade 5.8 anchor studs set in to 14mm diameter x 100mm length hole with Epcon C6.

15 Designer JDTA and MPA Page No 14 Eaves Beams to Support Wall Posts Grids I1 I3 (critical) Eaves span beam = 11.3 metres Two posts supported, reaction to eaves beam = 6.0 kn ULS and 4.0 kn SLS But part of lateral load will be resisted by the parapet beam M* = (6*3.8) = 23 knm Check 310UB40 for y axis bending: ΦM by = 40 knm so OK Deflection = 134mm No good so need some roof plane support to top of post utilise the 19mm plywood forming the roof Grids E1 E3, and H4 H5 similar Grids D3 D4 Eaves span beam = 10.7 metres Supported wall height = 1.8 metres Q u = 1.2 kpa and Q s = 0.8 kpa i.e. W uls = 2.2 kn/m and W sls = 1.5 kn/m M* = 31 knm 250PFC: ΦM s = 114 knm so OK Deflection Horiz = 29mm = span/370 OK Use 250PFC Eaves Beam (horizontally placed) between grids D3 and D4 Include a mid span vertical 125x125x5.0 SHS post to reduce vertical deflection Grids H3 H4 Eaves span beam = 10.7 metres Supports post at mid span P sls = 3.7 kn and P uls = 5.6 kn M* = 15 knm 250PFC: ΦM s = 114 knm so OK Deflection Horiz = 10.4mm Use 250PFC Eaves Beams (horizontally placed) between grids H3 and H4

16 Designer JDTA and MPA Page No 15 North Wall Door Framing Door opening measures 5.4 metres width x 3.3 metres height Lintel supports a face load width of 2.0 metres Q u = 1.2 kpa and Q s = 0.8 kpa i.e. W uls = 2.4 kn/m and W sls = 1.6 kn/m M* = 8.8 knm OK 125x125x5.0 SHS: Deflection = 16.3mm = span/331 Check posts: Height = 4.2 metres say central point load = 4.5 kn 125x125x5.0 SHS: Deflection = 6.5mm = height/657 OK Use 125x125x5.0 SHS Door Framing as shown below

17 Designer JDTA and MPA Page No 16 Secondary Purlin Support Steel Grid 2 Need a rafter to span between grids G and E and then cantilevered out for the roof eave Span = 5.2 metres Supported width = 1.2 metres (roof between grids 2 and 3) G = 0.4 kpa = 0.24 kn/m Q = 0.25 kpa = 0.15 kn/m W s = (0.8*0.5) = 0.4 kpa = 0.24 kn/m W Q = (1.2*0.5) = 0.6 kpa = 0.36 kn/m 1.2G+1.5Q = 0.5 kn/m 0.9G W Q = 0.14 kn/m M* = 1.7 knm 150PFC: ΦM b = 14 knm unrestrained so OK (MemDes) Deflection = 1.4mm for G only Use 150PFC beam

18 Designer JDTA and MPA Page No 17 Secondary Purlin Support Steel Grid 3 Rafter to span from post to grids G, and G E D, and then cantilever out for the roof eave Simply supported beams and posts Span = 4.6 metres Supported width = 6.3 metres (roof between grids 2 and 4) G = 0.4 kpa = 2.5 kn/m Q = 0.25 kpa = 1.6 kn/m W s = (0.8*0.5) = 0.4 kpa = 2.5 kn/m W Q = (1.2*0.5) = 0.6 kpa = 3.8 kn/m 1.2G+1.5Q = 5.4 kn/m 0.9G W Q = 1.6 kn/m M* = 14.3 knm 150PFC: ΦM b = 16 knm unrestrained so OK (MemDes) Deflection = 6mm for G only Use 150PFC beams and 89x89x3.5 SHS posts

19 Designer JDTA and MPA Page No 18 Secondary Purlin Support Steel Grids 4 and 5 Rafter to span from grid H to grid F, and then out to grid C (grid 4 only) Use 150PFC as for previous Hang from 310UB40 rafter above using 150PFC sections on grid 4 Simply supported beams and posts Use 150PFC beams support on 310UB40 columns

20 Designer JDTA and MPA Page No 19 Column and Post Arrangement

21 Designer JDTA and MPA Page No 20

22 Designer JDTA and MPA Page No 21 Suspended Parapet Wall Present to grid I1 I3 and E1 E2. Maximum span = 11.3 metres Height of panel = 1700mm Face load from wind = 1.2 kpa Vertical load say 0.5 kpa for framing plus 0.1 kpa for cladding = 0.6 kpa = 1.0 kn/m SLS and 1.4 kn/m ULS Total vertical mass = 7.9 kn ULS Horizontal Wind Force W sls = (0.8*1.7) = 1.4 kn/m W uls = (1.2*1.7) = 2.0 kn/m M* h = (2.0* /8) = 32 knm Chords comprise 1700mm depth box beam using 19mm ply and 140x45 framing I xx = x10 6 mm 4 Deflection = (5*1.4* )/(384*10500*456.6 x10 6 mm 4 ) = 62mm ΦM b = (0.8*456.6x10 6 /79*18) = 83 knm OK If mid span restraint added then L = 5.7 metres and deflection = 6mm Accept Horiz reaction midspan = 11.4 kn ULS V* = 11.3 kn Shear Flow max = (11300*5103/456.6x10 6 ) = 0.12 N/mm 2.5mm nails at 10mm crs are OK Vertical Gravity Force W sls = 1.0 kn/m W uls = 1.4 kn/m M* h = (1.4* /8) = 22 knm Chords comprise 2/140x45 SG8 with 19mm ply I xx = 16.2 x10 9 mm 4 Deflection = (5*1.0* )/(384*8000*16.2 x10 9 mm 4 ) = 2mm ΦM b = (0.8*16.2 x10 9 /850*18) = 470 knm OK V* = 7.9 kn Shear Flow max = (7900*10.1x10 6 /16.2 x10 9 ) = 4.9 N/mm 2.5mm nails at 100mm crs are OK Use 1700mm depth box beam as shown below.

23 Designer JDTA and MPA Page No 22

24 Designer JDTA and MPA Page No 23 Classroom 2 Eaves Structure Parapet wall to span up to 11.3 metres and overhang from portal eave up to 800mm Wall height = 1.6 metres so use mass = 0.8 kn/metre Wind force (ULS) reactions (horiz) = 11.3kN Portal is designed for seismic force exceeding this so OK Vertical reactions = 7.9 kn

25 Designer JDTA and MPA Page No 24

26 Designer JDTA and MPA Page No 25

27 Designer JDTA and MPA Page No 26 Roof Bracing Portal frames are present in both directions and so nominal roof plane bracing is required only, to prevent racking action in earthquake or wind. Use RB12 reidbrace as shown two crossed bays to each end of the building.

28 Designer JDTA and MPA Page No 27 Retaining Wall to South Face Existing foundation wall is not designed to support lateral forces as a retaining wall, and so a new retaining wall is to be added in front of it, to provide lateral support to the building. The existing wall will be called upon to resist vertical forces only. The new wall will resist lateral forces from the backfill and seismic forces. There will be no surcharge loads from the building to the new wall, as the building is supported on the existing wall. The building floor level is approximately 1200mm maximum above the adjacent ground level. Design parameters were provided in the RDCL report. Survey information has been presented by Cardno. The wall height is 1.4 metres maximum about foundation level. Information is extracted from MBIE and Build it Right Canterbury supplementary guidance dated July 2014 Guidance on the seismic design of retaining structures for residential sites in Greater Christchurch. Case 3 is adopted i.e. the retaining wall supports the building foundation. SESOC_SOILS software utilised for design. Have carried out short term and long term analyses. Seismic force included in short term analysis only. For seismic design: Z = 0.38 C h (T) = 1.0 (Class A and B (rock) sites) Adopt IL 2 so R = 1.0 A topo = 1.0 say N = 1.0 C(T) = 1.0*(0.38*1.0*1.0) = 0.38 C(T, A topo ) = 0.38 W d = 0.5 Therefore k n = 0.2

29 Designer JDTA and MPA Page No 28 Portal Column Foundations Critical Cases: G+Q: H = 17 kn and V = 55 kn G+W: H = 12 kn and V = 21 KN G+E: H = 20 kn and V = 38 KN Use SESOC_SOILS Software. Adopt parameters for shallow soils provided by RDCL 75 kpa allowable bearing All cases work for a 900mm x 900mm x 400mm concrete foundation pad 15mm baseplate and M16 hold down bolts typically

30 Designer JDTA and MPA Page No 29 Foundations to Columns at Grids E1, E2, I1, I2, H4, H5, G2, G3, C4, F4 New 900x900x400 RC pads with columns centrally located 6 HD each way top and bottom and 75mm cover Existing concrete slab and footing broken out as required and existing rebar tied to existing footing rebar M16 hold down bolts to be cast into concrete foundation and baseplate fixed to these Pads at G2, G3F4 to be reviewed at time of concrete slab removal to confirm that hardfill beneath the slab is acceptable Foundations to Columns at Grids C5, F5 Columns are located on edge of existing concrete slab/foundation wall Existing concrete needs to be removed and new foundations poured At F5 this will involve a reasonable amount of disruption as the slab is approx 1200mm above ground level so the underlying hardfill will lose support. Over excavation is likely with replacement of hardfill. Base Fixing to 125x125x5.0 SHS Posts Plates to be on edge of existing slab so hold down bolts will be 62.5 mm from edge Weld SHS posts to 250x125x10 baseplates Drill two 14mm dia holes on longitudinal centreline with 30mm end distance Secure 125SHS posts to concrete slab with 250x115x10 plate and 2 M12 Grade 5.8 anchor studs set in to 14mm diameter x 100mm length hole with Epcon C6.

31 Designer JDTA and MPA Page No 30 Plan

32 Designer JDTA and MPA Page No 31 Durability Statement A Producer Statement Design has been provided for this project, covering clause B1 of the Building Code Structure. B2 Durability has not been included as part of the Producer Statement Design because there is no effective verification method for B2 contained within the Building Code. The structural elements included in my documentation should however comply with the following: Timber treatment should be selected in accordance with Table 1A of B2/AS1, which is utilised in NZS 3604:2011. Concrete covers should be selected in accordance with NZS 3101 Part 1 section 3. Typically 75mm cover is required to all rebar within concrete that is poured in contact with the ground. The structural steel that is to be enclosed can be considered to be interior. An Alkyd Primer such as system ALK4 will provide years to first maintenance on the basis of a low atmospheric category. Exterior steel such as that supporting the parapet walls is in a very high atmospheric category, and an inorganic zinc silicate coating IZS2 would provide years to first maintenance. These recommendations are based on AS/NZS 2312 Guide to the Protection of Structural Steel against Atmospheric Corrosion by the Use of Protective Coatings. Concrete masonry should comply with NZS 4210:2001.

33 Designer JDTA and MPA Page No 32 Appendices SpaceGass12 Output for Portal Frames Sketches

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49 Purlin Installation Guide DHS COMPONENTS FASTBRACE Product Description Fastbrace is a lock-in bracing system which uses cleats with specially shaped lock-in tabs attached to each end of a 89 x 12 bracing channel, for use with DHS purlins up to and including DHS 300 series. Pairs of Fastbrace are fi tted from each side of the DHS purlin through prepunched 18mm diameter round bracing holes and are locked together, minimising erection time. When a line of Fastbrace has been installed, the system provides resistance to restrict lateral movement of the DHS purlin and also supports the purlin fl ange. Limitations for Use The end brace at the fi rst and last bracing points is secured using the standard bolted connection on the outermost cleat end. To ensure straight alignment of the bracing system, the bracing holes can be offset by 25mm over the last purlin spacing to accommodate a bolted cleat. If this is not achieved, an angle of less than 2 degrees from a straight alignment is created, which in most cases is negligible and acceptable. At the ridge, the lower bolt position is used to tie the bracing lines each side together using a sag rod. Where back to back DHS purlins are used, bolted end brace components are required each side. The durability of zinc coated products is dependent on the environment it will be used in, the grade of the zinc coating and the amount of maintenance that will be carried out over the life of the product. Refer Section Environments for further guidelines. Maintenance Must be carried out in accordance with Section Maintenance. Handling and Storage The Fastbrace system is delivered to site, usually strapped together, marked in bundles for installing in the same area of the roof structure. Refer to Section Handling and Storage. Material Specification Base metal Steel Yield Standard thickness (BMT) grade strength zinc weight (mm) f y (MPa) Z (g/m 2 ) Bracing channel 1.15 G End cleats 2.00 G Tolerances: Length ± 2mm Depth ± 1mm Width ± 1mm Web/fl ange angle 89 to 93 degrees October 2006

50 Purlin Installation Guide FASTBRACE continued General Arrangement of the Fastbrace System Standard Brace This is the standard Fastbrace component used almost everywhere in the system. It locks into other standard brace components, adjustable brace components, or end brace components. Adjustable Brace This is the adjustable component in the Fastbrace system and is used where some level of adjustment on the purlin line is required. The purlin is adjusted into line and the 12mm diameter hex fl ange bolts on the brace tightened. The adjustable brace offers up to 20mm of adjustment. End Brace End brace is used at the end of a purlin bracing line, i.e. eaves or ridge, each side of a roof step, or at top and bottom girts on a wall. The end brace locks into either standard or adjustable brace at one end and is twisted between the purlin lips and bolted into position at the other end. Adjustable End Brace Where the end purlin spacing is less than 800mm, an adjustable end brace with a bolted end cleat is available, as twisting of the end cleat is not practical.the adjustable cleat can be rotated up to 15 degrees from normal, to accommodate the change in angle from vertical portal to the roof slope of the rafter. October 2006

51 Purlin Installation Guide BOLTED CHANNEL BRACING Product Description The Dimond bolted channel bracing system uses cleats, clinched at each end of a 89 x 12 bracing channel, which are fastened through the DHS purlin with two bolts each end. Bolted channel bracing is used with the full DHS purlin range (DHS 150 to DHS 400 series). This system uses bolted channel bracing between all purlins in the bracing line. Refer Section for design basis. At the ridge, the lower hole position is used to tie the bracing lines each side together using a sag rod. Limitations for Use The durability of zinc coated products is dependent on the environment it will be used in, the grade of the zinc coating and the amount of maintenance that will be carried out over the life of the product. Refer Section Environments for further guidelines. Maintenance Must be carried out in accordance with Section Maintenance. Handling and Storage The channel bracing system is delivered to site, usually strapped together, marked in bundles for installing in the same area of the roof structure. Refer to Section Handling and Storage. For the material specifi cations of the bracing refer to Section Components Bolted Channel Brace This is the standard component used in the bolted channel bracing system and is used almost everywhere. Adjustable Bolted Channel Brace This is the adjustable component in the bolted channel bracing system and is used where some level of adjustment on the purlin line is required. The purlin is adjusted into line and the 12mm diameter hex fl ange bolts on the brace tightened. The adjustable brace offers up to 20mm of adjustment. May 2004

52 Purlin Installation Guide PORTAL CLEATS These are typically supplied by the fabricator or installer and welded on to the portal frame. Cleat thicknesses range from 6mm to 12mm thickness. The hole centres are laid out to suit hole punchings in the DHS purlin, refer to Section Hole Locations for details. The cleat height may need to be increased where an expansion step in the roof is detailed SAG RODS Alternating sag rods and channel have been superseded by the use of Fastbrace and the bolted channel bracing as the preferred bracing method. However the rods are still used as a cranked sag rod at the ridge to join each side together. Usually supplied by the steel erectors and fabricators in 12mm diameter engineering round bar grade 250 MPa, galvanised or electroplated fi nishes, with double nuts and washers each end. Where loads require, 16mm diameter engineering round bar can be used TIMBER STRIP Timber strip battens are fi tted once the netting is in place to avoid roof insulation squashing down, over the purlin, as the roofi ng is screwed down. Usually supplied and fi xed on site by the fabricator. However Dimond recommend using an ex 50mm x 50mm timber batten or a depth of batten equal to the thickness of the insulation gauged two sides and treated to H3 timber preservation such as boric or LOSP (low, organic solvent preservative). The CCA treatment process should be avoided, due to chemical contact with galvanised surface. The batten is fi xed onto the top fl ange of the DHS Purlins, once the netting or safety mesh has been laid on the structure. Fixings to be 10g 16 x 75mm. Countersunk rib head wingtek. The coating fi nish is a zinc plated AS 3566 class 2 fi nish. Longer, other types of fi xings may need to be considered when the timber depth is greater than 65mm. Spacing of the wingteks is dependent on the DHS material thickness it is being fi xed into. Refer to the following table. DHS Purlin BMT Max. screw (mm) centres (mm) to At these centres, the maximum outward load on the nailing strip is 5.0 kn/m. August 2007

53 Purlin Installation Guide DHS CAD DETAILS DHS CAD details are shown in this section. For the latest DHS CAD details, please download from the Dimond website Follow the steps below: 1. Log in to the Architects/Specifi ers section. 2. Click on the green Structural Systems Manual button. 3. Click on the Download CAD details button. 4. Select from product list shown to view CAD details available for that product. Please note all of these details are to be used as a guide only and are not intended for construction. Specifi c design details are required to be provided by the design engineer DHS PROFILES Not to scale. Continued on next page August 2007

54 Purlin Installation Guide DHS CAD DETAILS continued RECOMMENDED DIMENSIONS OF PORTAL CLEATS FOR USE WITH DHS PURLINS & GIRTS Not to scale. Continued on next page August 2007

55 New Slabs

56

57 Plan Column Detail at Grid H5 (H4 and F5 similar)

58 New Slabs

59

2.3 SPECIFIC DESIGN DHS PURLINS

2.3 SPECIFIC DESIGN DHS PURLINS 2.3 SPECIFIC DESIGN DHS PURLINS 2.3.1 INTRODUCTION Dimond Hi-Span (DHS) Purlin Systems have been designed to comply with AS/NZS 4600:1996, based on physical testing and analysis carried out by the University

More information

GLOSSARY OF TERMS SECTION 8

GLOSSARY OF TERMS SECTION 8 GLOSSARY OF TERMS SECTION 8 Anchor Bolt Angle Base Plate Bay Blocking CCB Centerline Chord Cladding Clip Closure Strip An A-307 steel bolt embedded in the concrete footing to anchor the base plate of the

More information

TEST SERIES TO EVALUATE THE STRUCTURAL BEHAVIOUR OF ISOBOARD OVER RAFTER SYSTEM

TEST SERIES TO EVALUATE THE STRUCTURAL BEHAVIOUR OF ISOBOARD OVER RAFTER SYSTEM TEST SERIES TO EVALUATE THE STRUCTURAL BEHAVIOUR OF ISOBOARD OVER RAFTER SYSTEM J A Wium Institute of Structural Engineering 19 November 2007 ISI2007-3 TEST SERIES TO EVALUATE THE STRUCTURAL BEHAVIOUR

More information

Steeline X-SPAN purlins

Steeline X-SPAN purlins Steeline X-SPAN purlins DESIGN MANUAL F y y L R5 t D 2 Origin x x x x y D L steeline.com.au y y E CONTENTS IMPORTANT NOTES... 1-1 DISCLAIMER... 1-1 INTRODUCTION... 1-2 HOW TO USE THE X-SPAN purlins DESIGN

More information

Design Guide Pryda Connectors for Steel Framing

Design Guide Pryda Connectors for Steel Framing Pryda Connectors for Steel Framing Copyright: (c) Pryda Australia A Division of ITW Australia November 2012 November 2012 Design Guide Pryda Connectors for Steel Framing INDEX General Notes General information

More information

3.1 General Provisions

3.1 General Provisions WOOD FRAME CONSTRUCTION MANUAL 107 3.1 General Provisions 3.1.1 Prescriptive Requirements The provisions of this Chapter establish a specific set of resistance requirements for buildings meeting the scope

More information

LVL8 H1.2 GENERAL FRAMING. Eco Friendly Revolutionary H1.2 Treatment Azotek by Zelam

LVL8 H1.2 GENERAL FRAMING. Eco Friendly Revolutionary H1.2 Treatment Azotek by Zelam LVL8 H1.2 GENERAL FRAMING Eco Friendly Revolutionary H1.2 Treatment Azotek by Zelam NPIL/MARCH2015 Introduction to NelsonPine LVL8 H1.2 NelsonPine LVL is an engineered wood composite made from rotary peeled

More information

DUTCH GABLE FREESTANDING CARPORT

DUTCH GABLE FREESTANDING CARPORT DUTCH GABLE FREESTANDING CARPORT STRATCO OUTBACK ASSEMBLY INSTRUCTIONS. Your complete guide to building a FREESTANDING Outback DUTCH GABLE CARPORT BEFORE YOU START Carefully read these instructions. If

More information

SHED PACK Step 1: Choose your shed type.

SHED PACK Step 1: Choose your shed type. SHED PACK Step 1: Choose your shed type. Industrial Shed Open FarmShed Shed Pack / Types of Sheds Drawing # S0104.A001 Hanger Shed =DISCLAIMER= Please read and agree to Purlin Brackets Terms and Conditions

More information

BRACING BRACING SECTION 7 SECTION 7

BRACING BRACING SECTION 7 SECTION 7 If we are to learn from the past, it is clear that there is generally a lack of understanding of the purpose of roof bracing and who should be responsible for it. This has led to disputes, claims and,

More information

SHED PACK. Sheds are commonly constructed using portal frames.

SHED PACK. Sheds are commonly constructed using portal frames. SHED PACK Sheds are commonly constructed using portal frames. This pack relates to purchasing portal frame purlin bracket sets. Ruest our free generic engineered and certified shed plans. SHED PACK Step

More information

WHY YOU SHOULD USE TUFFLOOR. components

WHY YOU SHOULD USE TUFFLOOR. components Tuffloor DESIGN GUIDE WHY YOU SHOULD USE TUFFLOOR Strong and Easily Installed Tuffloor is a steel floor framing system designed for strength and ease of installation, and is an easy and economical alternative

More information

Timber to Timber - Timber to Concrete - Timber to Steel

Timber to Timber - Timber to Concrete - Timber to Steel 01/2017 TIMBER CONNECTORS NOT TO BE USED IN EXTERIOR SITUATIONS Stainless Steel alternatives are available where stated Timber to Timber - Timber to Concrete - Timber to Steel MiTek manufactures and markets

More information

3. Are component and cladding design pressures consistent with ASCE 7 for the wind speed and exposure category (ASCE 7 Fig. 6-3)?

3. Are component and cladding design pressures consistent with ASCE 7 for the wind speed and exposure category (ASCE 7 Fig. 6-3)? Mobile County Public Works Residential Plan Reviewers Checklist For Structural Requirements of Wood Framed Residences Recommendation: Permit as Noted Revise Plans and Resubmit MCPW Ref. No. Design Criteria:

More information

Garage Design Guide. October 2018

Garage Design Guide. October 2018 Garage Design Guide October 2018 The Corporation of the Township of Hamilton 8235 Majestic Hills Drive, P.O. Box 1060, Cobourg Ontario K9A 4W5 Tel: 905-342-2810 Fax: 905-342-2818 Email: Tim Jeronimus (Chief

More information

Strong, lightweight composite structural I -Beam.

Strong, lightweight composite structural I -Beam. Strong, lightweight composite structural I -Beam. This Installation Guide has been prepared as a source of information to provide general guidance to consultants and in no way replaces the services of

More information

ROOF-CEILING CONSTRUCTION

ROOF-CEILING CONSTRUCTION CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION R801 GENERAL R801.1 Application. The provisions of this chapter shall control the design and construction of the roof-ceiling system for all buildings. R801.2

More information

The Roofing Store TRS 9 35MM 78MM 150MM 78MM PRODUCT TECHNICAL DATA

The Roofing Store TRS 9 35MM 78MM 150MM 78MM PRODUCT TECHNICAL DATA TRS 9 35MM 78MM 150MM 78MM THICKNESS END SPAN INTERNAL SPAN MINIMUM PITCH 0.55MM 2.30M 3.20M 3 DESCRIPTION TRS 9 profile is designed for commercial and industrial roofing. The profile is suitable for low

More information

Gable HomeshedsTM INSTALLATION BEFORE YOU START TOOLS REQUIRED GUIDE LARGE SPAN. Council Approval. Before Starting

Gable HomeshedsTM INSTALLATION BEFORE YOU START TOOLS REQUIRED GUIDE LARGE SPAN. Council Approval. Before Starting INSTALLATION GUIDE Gable HomeshedsTM LARGE SPAN BEFORE YOU START Council Approval It is important to contact your local council before building your Stratco Gable Homeshed. You will have already received

More information

POST FRAME CONSTRUCTION MANUAL

POST FRAME CONSTRUCTION MANUAL POST FRAME CONSTRUCTION MANUAL www.pole-barn.info www.apbbuildings.com TABLE OF CONTENTS 3. Jobsite Preparation 4. Setting Foundation Posts 5. Setting Corner Posts 6. Sidewall & Endwall Posts 7. Grade

More information

APPENDIX 1 : Post and Beam Model

APPENDIX 1 : Post and Beam Model Good Practice Guide to Hut Building Prepared by Reforesting Scotland s Campaign for a Thousand Huts (5th Draft) APPENDIX 1 : Post and Beam Model Peter Caunt & Bernard Planterose June 2017 www.thousandhuts.org

More information

Metroll. Purlins & Girts. C Section Purlins. C Section Purlins are manufactured from Galvaspan steel and are roll formed into C Section.

Metroll. Purlins & Girts. C Section Purlins. C Section Purlins are manufactured from Galvaspan steel and are roll formed into C Section. C Section Purlins C Section Purlins are manufactured from Galvaspan steel and are roll formed into C Section. Metroll C Section Purlins are recommended for simple, non-continuous span construction. Structural

More information

GABLE ROOF CARPORT RECOMMENDED INSTRUCTION MANUAL

GABLE ROOF CARPORT RECOMMENDED INSTRUCTION MANUAL GABLE ROOF CARPORT RECOMMENDED INSTRUCTION MANUAL Table of Contents Introduction 2 Components 3 Step 1a Marking out the Perimeter of the Carport with Footing only 3 Step 2a Footing Set-Out for Concrete

More information

SECTION R507 DECKS DECKING LEDGER BOARD BEAM. FOOTING BEAM SPAN CANTILEVER For SI: 1 inch = 25.4 mm FIGURE R507.2 DECK CONSTRUCTION

SECTION R507 DECKS DECKING LEDGER BOARD BEAM. FOOTING BEAM SPAN CANTILEVER For SI: 1 inch = 25.4 mm FIGURE R507.2 DECK CONSTRUCTION SECTION R507 DECKS R507.1 Application. The provisions of this section shall provide prescriptive requirements for the design and construction of all uncovered, wood-framed, single-span exterior decks.

More information

DUTCH GABLE CARPORT RECOMMENDED INSTRUCTION MANUAL

DUTCH GABLE CARPORT RECOMMENDED INSTRUCTION MANUAL DUTCH GABLE CARPORT RECOMMENDED INSTRUCTION MANUAL Table of Contents Introduction 2 Components 3 Step 1a Marking out the Perimeter of the Carport with Footing only 4 Step 2a Footing Set-Out for Concrete

More information

General Layout. Eng. Maha Moddather

General Layout. Eng. Maha Moddather General Layout Eng. Maha Moddather mahamoddather@eng.cu.edu.eg Introduction Concrete Beam subjected to Bending Moment around Major Axis M x Compression d Concrete tensile strength is neglected A S Tension

More information

Pryda Timber Connectors

Pryda Timber Connectors Pryda Timber Connectors Pryda Lintel Guide Engineered Steel Wall Lintels March 2014 ESSENTIAL NOTES PRYDA PRODUCT GUIDES INTRODUCTION The information in this Product Guide is provided for use in Australia

More information

TRADITIONAL GABLE ATTACHED PATIO AND CARPORT. Your complete guide to building an ATTACHED Outback TRADITIONAL GABLE PATIO or CARPORT

TRADITIONAL GABLE ATTACHED PATIO AND CARPORT. Your complete guide to building an ATTACHED Outback TRADITIONAL GABLE PATIO or CARPORT TRADITIONAL GABLE ATTACHED PATIO AND CARPORT STRATCO OUTBACK ASSEMBLY INSTRUCTIONS. Your complete guide to building an ATTACHED Outback TRADITIONAL GABLE PATIO or CARPORT BEFORE YOU START Carefully read

More information

When you need a clearspan of up to 6 metres of longrun steel you need...

When you need a clearspan of up to 6 metres of longrun steel you need... YEARS OF BUILDING TECHNOLOGY When you need a clearspan of up to 6 metres of longrun steel you need... The proven longrun roofing and cladding system STYLISH Bold profile. High rib (75mm). Internal partitioning.

More information

A Shell construction

A Shell construction A Shell construction A 4/2012 Content 1 BASE AND WALL ANCHORING 1.1 Base with mortar bed 1.2 Base with sill plate 1.3 Base with raised sill plate 1.4 Concrete base (mortar bed) 1.5 Concrete base (sill

More information

ROOF-CEILING CONSTRUCTION

ROOF-CEILING CONSTRUCTION CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION R801 GENERAL R801.1 Application. The provisions of this chapter shall control the design and construction of the roof-ceiling system for all buildings (see Section

More information

How-To-build guide carport

How-To-build guide carport How-To-build guide carport What you can build using this guide This guide will show you how to build a free-standing, open-sided single carport. Before you begin building Contact your local territorial

More information

Z and C - sections ZED PURLIN SYSTEMS. Design tables according to Eurocodes. For secondary steel structures. Large range of. Z and C - sections

Z and C - sections ZED PURLIN SYSTEMS. Design tables according to Eurocodes. For secondary steel structures. Large range of. Z and C - sections ZED PURLIN SYSTEMS Large range of Z and C - sections System solution Purlins and side rails Eaves beams Floor beams Framing Easy design in software MetSPEC 12 Z and C - sections For secondary steel structures

More information

F I X I N G B R O C H U R E

F I X I N G B R O C H U R E F I X I N G B R O C H U R E Joist Hangers Joist Hangers on Steel Beams Fixing Masonry Hangers Speedy Joist Hangers Lateral Restraint Straps Roof Tie Down Straps Herring Bone Joist Strut Bat 'U' Nail Plate

More information

Practical Information Sheet. awnings. Public Information Sheet N 6

Practical Information Sheet. awnings. Public Information Sheet N 6 awnings Practical Information Sheet Public Information Sheet N 6 Contents Foreword... 4 Failure modes under the effects of wind and seismic activity... 5 Choice of materials... 10 Bracing... 12 Dimensioning

More information

Introducing AJSTM INSTALLATION GUIDE USA. 8 th Edition USA

Introducing AJSTM INSTALLATION GUIDE USA. 8 th Edition USA The SIMPLE FRAMING SYSTEMSM INSTALLATION GUIDE USA for Floors This Installation Guide is intended to provide general information for the designer and end-user. For further information, please refer to

More information

Sections & Details VOCABULARY

Sections & Details VOCABULARY 1 Sections & Details VOCABULARY 1 ROOF FRAMING DETAIL RIDGE BOARD SHEATHING SHINGLES WEB FASCIA RAFTER (chord) SOFFIT SHEATHING STUD INSULATION DOUBLE TOP PLATE CEILING JOIST 2 FOUNDATION DETAIL STUD SHEATHING

More information

HILAND TRAY FORM AND FUNCTION MATERIAL SPECIFICATIONS DESIGN GUIDE ROOFING I WALLING

HILAND TRAY FORM AND FUNCTION MATERIAL SPECIFICATIONS DESIGN GUIDE ROOFING I WALLING HILAND TRAY ROOFING I WALLING DESIGN GUIDE FORM AND FUNCTION Hiland Tray is a modern 455mm wide tray roofing and walling system, roll formed onsite with a mobile roll forming facility in long single lengths

More information

CURVED ROOF ASSEMBLY INSTRUCTIONS ATTACHED VERANDAH. Your supplementary guide to building an ATTACHED CURVED ROOF VERANDAH or PATIO BEFORE YOU START

CURVED ROOF ASSEMBLY INSTRUCTIONS ATTACHED VERANDAH. Your supplementary guide to building an ATTACHED CURVED ROOF VERANDAH or PATIO BEFORE YOU START ROOF ATTACHED VERANDAH ASSEMBLY INSTRUCTIONS Your supplementary guide to building an ATTACHED ROOF VERANDAH or PATIO This set of instructions should be used in conjunction with the Stratco instruction

More information

Heartland Perma-Column 1841 E 1450 Rd. Lawrence, KS (785)

Heartland Perma-Column 1841 E 1450 Rd. Lawrence, KS (785) 141 E 1450 Rd. Lawrence, KS 66044 (75) 594-5696 Perma-Column Installation Instructions i Unlike any other concrete post-frame foundation system, Perma-Column Precast Concrete Piers use 10,000 psi concrete

More information

DIY SHED GUIDE Planning your Project I Simple Illustrations I Hints

DIY SHED GUIDE Planning your Project I Simple Illustrations I Hints Easy Step by Step Guide DIY SHED GUIDE Planning your Project I Simple Illustrations I Hints TIMBERLINK. MADE OF TASMANIA. DIY Shed Guide Timberlink Green Outdoor Structural Range Timberlink Green Outdoor

More information

Sturdi-Wall Design Manual for SW46, SW66, SW63, SW64, SW60, SW83, SW84, and SW80 Models

Sturdi-Wall Design Manual for SW46, SW66, SW63, SW64, SW60, SW83, SW84, and SW80 Models Sturdi-Wall Design Manual for SW46, SW66, SW63, SW64, SW60, SW83, SW84, and SW80 Models Project Number ME086-05 by Brent Leatherman, P.E. Timber Tech Engineering, Inc E-Mail: bl@timbertecheng.com January

More information

ICC-ES Evaluation Report Reissued March 1, 2011 This report is subject to renewal in two years.

ICC-ES Evaluation Report Reissued March 1, 2011 This report is subject to renewal in two years. ICC-ES Evaluation Report www.icc-es.org (800) -6587 (56) 699-05 ESR-0 Reissued March, 0 This report is subject to renewal in two years. A Subsidiary of the International Code Council DIVISION: 06 00 00

More information

VERSA-LAM BCI INSTALLATION GUIDE LIMIT STATES DESIGN CANADA

VERSA-LAM BCI INSTALLATION GUIDE LIMIT STATES DESIGN CANADA INSTALLATION GUIDE VERSA-LAM BCI LIMIT STATES DESIGN CANADA The information in this document pertains use in the CANADA ONLY, Limit States Design. Refer the appropriate Specifier Guide US for use in the

More information

INSTALLATION GUIDE. Outback. Flat Attached BEFORE YOU START ADDITIONAL MATERIALS TOOLS REQUIRED. VERAnDAHS PATIOS CARPORTS

INSTALLATION GUIDE. Outback. Flat Attached BEFORE YOU START ADDITIONAL MATERIALS TOOLS REQUIRED. VERAnDAHS PATIOS CARPORTS INSTALLATION GUIDE Outback VERAnDAHS PATIOS CARPORTS Flat Attached BEFORE YOU START It is important to check your Local Government Authority requirements before the installation of your new Stratco Outback

More information

T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY

T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 R MiTek Industries, Chesterfield, MO Page 1 of 1 Note: T-Bracing / I-Bracing to be used when continuous lateral bracing is impractical.

More information

FORTRESS BOTTOM PLATE ANCHORS. Product. Scope. Building Regulations. Appraisal No. 687 [2017]

FORTRESS BOTTOM PLATE ANCHORS. Product. Scope. Building Regulations. Appraisal No. 687 [2017] FORTRESS BOTTOM PLATE This Appraisal replaces BRANZ Appraisal No. 687 (2010) BRANZ Appraisals Technical Assessments of products for building and construction. Manufacturing Suppliers Limited 560 Rosebank

More information

KS SERIES - VERTICAL INSTALLATION

KS SERIES - VERTICAL INSTALLATION CS-DS-01-KSV CS DISCLAIMER CS-PJ-01-KSV KS42SL EXPANDED PANEL JOINT CS-PJ-02-KSV KS42SL ENGAGED PANEL JOINT CS-PJ-03-KSV KS45SL EXPANDED PANEL JOINT CS-PJ-04-KSV KS45 FLAT ENGAGED PANEL JOINT CS-PJ-05-KSV

More information

ESR-2024* Reissued September 1, 2011 This report is subject to renewal September 1, 2013.

ESR-2024* Reissued September 1, 2011 This report is subject to renewal September 1, 2013. ICC-ES Evaluation Report ESR-2024* Reissued September, 20 This report is subject to renewal September, 20. www.icc-es.org (800) 42-68 (62) 699-04 A Subsidiary of the International Code Council DIVISION:

More information

EzyBrace Systems. Specification and installation manual CBI 5113

EzyBrace Systems. Specification and installation manual CBI 5113 EzyBrace Systems Specification and installation manual CBI 5113 NATIONAL SUPPORT VISIT: Winstone Wallboards Limited 37 Felix Street, Penrose, Auckland 1061, New Zealand POST: PO Box 12 256, Penrose 1642,

More information

Shearwall System Installation Guide

Shearwall System Installation Guide Shearwall System Installation Guide Complete HFX product listing with dimensions, weights, connectors, typical installations and accessories. Also includes Hardy Frame Moment Frame information. Easy as

More information

Acceptable Standards of Domestic Construction

Acceptable Standards of Domestic Construction Truss or Rafter Roof Batten Triple grip fastener (for roof trusses) Foil lined Insulation blanket Top plate Sprocket Brick tie Top plate strapping at 1200mm max. cts. Note: Holding down straps should be

More information

hyjoist Options Range Installation Guide

hyjoist Options Range Installation Guide hyjoist Options Range Installation Guide For on-site, technical and product support, including assistance in sizing freecall 1800 808 131 hyjoist Guide for Installation hyjoist is a cost effective, lightweight

More information

VERSA-LAM. An Introduction to VERSA-LAM Products

VERSA-LAM. An Introduction to VERSA-LAM Products 44 VERSA-LAM An Introduction to VERSA-LAM Products VERSA-LAM is one of the strongest and stiffest engineered wood products approved in the UK. 241 302 356 406 VERSA-LAM products are excellent as floor

More information

Safety Glasses Safety Gloves Ladders Measuring Tape Spirit Level String Line. Tin-Snips Rivet Gun Caulking Gun Silicone Socket Set

Safety Glasses Safety Gloves Ladders Measuring Tape Spirit Level String Line. Tin-Snips Rivet Gun Caulking Gun Silicone Socket Set BEFORE YOU START Carefully read these instructions and refer to them constantly during each stage of construction. If you do not have all the necessary tools or information, contact Stratco for advice.

More information

CCFSS Technical Bulletin

CCFSS Technical Bulletin CCFSS Technical Bulletin Vol. 12, No. 1 February 2003 FREQUENTLY ASKED QUESTIONS CONCERNING THE AISI BASE TEST METHOD AND THE USE OF THE AISI ANCHORAGE EQUATIONS Answers Provided by the AISI Task Committee

More information

ICC-ES Evaluation Report

ICC-ES Evaluation Report ICC-ES Evaluation Report www.icc-es.org (800) 423-6587 (562) 699-0543 ESR-2608 Reissued January 2016 This report is subject to renewal January 2017. A Subsidiary of the International Code Council DIVISION:

More information

ROOF-CEILING CONSTRUCTION

ROOF-CEILING CONSTRUCTION CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION R801 GENERAL R801.1 Application. The provisions of this chapter shall control the design and construction of the roof-ceiling system for all buildings. R801.2

More information

STRUCTURAL BRACKETS CATALOGUE

STRUCTURAL BRACKETS CATALOGUE 0/2 STRUCTURAL BRACKETS CATALOGUE SUPERIOR QUALITY, HOT DIP GALVANISED, HEAVY DUTY BRACKETS FOR FIXING TIMBER TO TIMBER, TIMBER TO CONCRETE, TIMBER TO STEEL The BOWMAC product range is designed to cut

More information

Glulam Connection Details

Glulam Connection Details T E C H N I C A L N O T E Glulam Connection Details Note: This version is superseded by a more current edition. Check the current edition for updated design and application recommendations. ENGINEERED

More information

Expressed Hardwood Structures

Expressed Hardwood Structures Expressed Hardwood Structures Introduction This guide provides ideas and design information to assist in the development of expressed native timber structures in buildings. Basic information on how to

More information

OUTBACK FLAT ATTACHED VERANDAH PATIO CARPORT - INSTALLATION GUIDE BEFORE YOU START TOOLS REQUIRED ADDITIONAL MATERIALS

OUTBACK FLAT ATTACHED VERANDAH PATIO CARPORT - INSTALLATION GUIDE BEFORE YOU START TOOLS REQUIRED ADDITIONAL MATERIALS BEFORE YOU START It is important to check your Local Government Authority requirements before the installation of your new Stratco Outback Flat Verandah. It is the builder s responsibility to ensure any

More information

Designed for Building Designed for Living

Designed for Building Designed for Living Designed for Building Designed for iving decorative hardware Add Beauty and Strength to Your Custom Outdoor iving Structures ith Outdoor Accents, a new line of decorative timber connectors and fasteners

More information

Attach Trusses and Rafters Faster

Attach Trusses and Rafters Faster Attach Trusses and Rafters Faster SDWC TRUSS Screw Truss-to-Plate Connections For Truss-to-Plate Connections The Strong-Drive SDWC TRUSS screw provides a truss- and rafter-to-top-plate connection. The

More information

DIY Shed Guide Planning your Project Easy Step by Step Guide Simple Illustrations Maintenance

DIY Shed Guide Planning your Project Easy Step by Step Guide Simple Illustrations Maintenance DIY Shed Guide Planning your Project Easy Step by Step Guide Simple Illustrations Maintenance The specifications contained within this brochure are for guideline purposes only. For further information

More information

DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER:

DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER: 0 Most Widely Accepted and Trusted ICC ES Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 3096 Reissued 01/2017 This report is subject to renewal 01/2018. DIVISION: 06 00 00 WOOD, PLASTICS

More information

Lightweight purlins. Technical Manual.

Lightweight purlins. Technical Manual. CFI.001E/08.2011/PR Ruukki is a metal expert you can rely on from start to finish, when you need materials, components, systems or total solutions. e continuously develop our operating model and product

More information

nam4t/m6 ubracreboaardl

nam4t/m6 ubracreboaardl natural al M4/M6 BRACEBOARD COMPANY OVERVIEW Australian Hardboards Limited is the sole Australian manufacturer of 100% all natural thin hardboards. Well established, our greatest strength is our ability

More information

Edgerail Aluminum Bridge Railing System Specification & Installation Instructions

Edgerail Aluminum Bridge Railing System Specification & Installation Instructions Edgerail System Specification & Installation Instructions Hill & Smith, Inc 1000 Buckeye Park Road Columbus, Ohio 43207 Tel: 614-340-6294 Fax: 614-340-6296 www.hillandsmith.com Section A System Specification

More information

Lateral Support. Decks over 24 above grade require lateral support* *Exceptions to be discussed later

Lateral Support. Decks over 24 above grade require lateral support* *Exceptions to be discussed later Lateral Support Decks over 24 above grade require lateral support* *Exceptions to be discussed later Decking Types of Decking: -2x4s & 2x6s -five quarter span rated decking boards -Wood plastic composite

More information

EzyBrace For Light Steel Frame Systems

EzyBrace For Light Steel Frame Systems EzyBrace For Light Steel Frame Systems Systems for use with light steel framing have been updated in March 2017 to offer improved simplicity and efficiency. Key changes include: CORNER FASTENER PATTERNS

More information

Structural Strength of Lapped Cold-Formed Steel Z-Shaped Purlin Connections with Vertical Slotted Holes

Structural Strength of Lapped Cold-Formed Steel Z-Shaped Purlin Connections with Vertical Slotted Holes Missouri University of Science and Technology Scholars' Mine International Specialty Conference on Cold- Formed Steel Structures (2014) - 22nd International Specialty Conference on Cold-Formed Steel Structures

More information

Fastener Schedule. a, b, c. FASTENER Roof 3-8d (2 1 / ) / ) 3-10d. 3-10d ( ) 3-16d box nails. (3 1 2 toe nails on one side

Fastener Schedule. a, b, c. FASTENER Roof 3-8d (2 1 / ) / ) 3-10d. 3-10d ( ) 3-16d box nails. (3 1 2 toe nails on one side ITEM 1 DESCRIPTION OF BUILDING ELEMENTS Blocking between joists or rafters to top plate, toe 2 Ceiling joists to plate, toe 3 4 5 6 Ceiling joists not attached to parallel rafter, laps over partitions,

More information

ROOF-CEILING CONSTRUCTION

ROOF-CEILING CONSTRUCTION CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION R801 GENERAL R801.1 Application. The provisions of this chapter shall control the design and construction of the roof-ceiling system for all buildings. R801.2

More information

Meva Guided Screens MGS Technical Instruction Manual

Meva Guided Screens MGS Technical Instruction Manual Meva Guided Screens MGS Technical Instruction Manual Product Characteristics: The MEVA Guided Screens (MGS) system encloses complete floors especially in high-rise construction independent of the height

More information

Hugger Installation. Roof Hugger, LLC P: P.O. Box 1027 F: Odessa, FL

Hugger Installation. Roof Hugger, LLC P: P.O. Box 1027 F: Odessa, FL RECEIVING MATERIALS: ROOF HUGGERS are typically placed on wood pallets 3-5 wide and approximately 10 long weighing up to 5,000 lbs. ROOF HUGGERS are shipped via closed van for LTL less than truckload quantities

More information

TOPSPAN 22 / 40 LYSAGHT TOPSPAN 22 / 40. Steel roof and ceiling battens for non cyclonic applications

TOPSPAN 22 / 40 LYSAGHT TOPSPAN 22 / 40. Steel roof and ceiling battens for non cyclonic applications TOPSPAN 22 / 40 LYSAGHT TOPSPAN 22 / 40 Steel roof and ceiling battens for non cyclonic applications Our TOPSPAN 22 ceiling batten and TOPSPAN 40 roof battens are the economical alternative to timber battens.

More information

hy JOIST futurebuild structural lvl design & Installation Guide: 2.1 december 2013

hy JOIST futurebuild structural lvl design & Installation Guide: 2.1 december 2013 futurebuild structural lvl hy JOIST design & Installation Guide: 2.1 december 2013 Information contained within this manual is specific to the hyjoist range of LVL products and cannot be used with any

More information

Load-carrying capacity of timber frame diaphragms with unidirectional support

Load-carrying capacity of timber frame diaphragms with unidirectional support Load-carrying capacity of timber frame diaphragms with unidirectional support Jørgen Munch-Andersen, Danish Timber Information, 2012-06-26 Introduction The rules for determining the load-carrying capacity

More information

MULTISPAN GABLE WITH HIP END ATTACHED PATIO

MULTISPAN GABLE WITH HIP END ATTACHED PATIO MULTISPAN GABLE WITH HIP END ATTACHED PATIO STRATCO OUTBACK ASSEMBLY INSTRUCTIONS. Your supplementary guide to building an ATTACHED MULTISPAN GABLE VERANDAH or PATIO WITH HIP END This set of instructions

More information

ROOF-CEILING CONSTRUCTION

ROOF-CEILING CONSTRUCTION CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION R801 GENERAL R801.1 Application. The provisions of this chapter shall control the design and construction of the roof-ceiling system for all buildings. R801.2

More information

Safe and secure Dero

Safe and secure Dero B I K E D E P OT Safe and secure Whether the project is at a transit station, university campus, or residential building, the Bike Depot s modular design lets customers easily build out to meet their space

More information

Featuring TJ Rim Board and TimberStrand LSL

Featuring TJ Rim Board and TimberStrand LSL #TJ-8000 SPECIFIER S GUIDE TRUS JOIST RIM BOARD Featuring TJ Rim Board and TimberStrand LSL Multiple thicknesses, grades, and products to cover all your rim board needs 1¼" Thickness matches lateral load

More information

JOIST DETAILS Plate nail, 16d (0.15" x 1 ") at 1 on-center Blocking panel: 1 1 8" TJ Rim Board, 1 1 TimberStrand SL or TJI joist Toe nail, 10d (0.11" x ") at on-center A1 CS BEAM DETAILS L1 eb stiffener

More information

VP Command Warnings, Unpriced Items, Asterisks, and Other

VP Command Warnings, Unpriced Items, Asterisks, and Other VP Command Warnings, Unpriced Items, Asterisks, and Other There are various reasons why you may see asterisks (*) on your VP Command Pricing Report and nearly as many possible solutions. The building s

More information

CLEARSPAN GABLE STRATCO OUTBACK ASSEMBLY INSTRUCTIONS. WITH GAZEBO END ATTACHED PATIO

CLEARSPAN GABLE STRATCO OUTBACK ASSEMBLY INSTRUCTIONS. WITH GAZEBO END ATTACHED PATIO CLEARSPAN GABLE WITH GAZEBO END ATTACHED PATIO STRATCO OUTBACK ASSEMBLY INSTRUCTIONS. Your supplementary guide to building an ATTACHED CLEARSPAN GABLE VERANDAH or PATIO WITH GAZEBO END This set of instructions

More information

Design & Install Guide. The New Standard for Commercial Roof Laps. End-Lap Solution for Insulated Panel Roofing AS WEATHER RESISTANCE

Design & Install Guide. The New Standard for Commercial Roof Laps. End-Lap Solution for Insulated Panel Roofing AS WEATHER RESISTANCE End-Lap Solution for Insulated Panel Roofing AS4046.9 WEATHER RESISTANCE The New Standard for Commercial Roof Laps SecureLap provides a solution to the troublesome sheet to sheet endlap and offers a real

More information

Pryda Timber Connectors

Pryda Timber Connectors Pryda Timber Connectors A complete guide to the design, specification and installation of Pryda Bracing March 2014 ESSENTIAL NOTES PRYDA PRODUCT GUIDES INTRODUCTION The information in this Product Guide

More information

Clopay Models 835/837 Sliding Door System Installation Guide

Clopay Models 835/837 Sliding Door System Installation Guide Clopay Models 835/837 Sliding Door System Installation Guide The aim of this instruction is to guide you through the process of construction and fitting of Sliding Doors. Due to the number of sizes available

More information

Flanged Dowel Box. Load Transfer System INDUSTRIAL SLAB ON GROUND

Flanged Dowel Box. Load Transfer System INDUSTRIAL SLAB ON GROUND Flanged Dowel Box INDUSTRIAL SLAB ON GROUND Designed for construction joints in Post Tension or large shrinkage specifications Large lateral movement and expansion capacity Eliminates the need to drill

More information

Section Member. H (in.) WT. lb./ft. Pull Out Strength Slip Resistance Torque Size / Thread All Series

Section Member. H (in.) WT. lb./ft. Pull Out Strength Slip Resistance Torque Size / Thread All Series Design Data Channel TABLE 1 Elements of Sections Properties for Design Single Channels Nominal Thickness (inches) ga = 0.105 ga = 0.075 16 ga = 0.060 Double Channels LEGEND I Moment of inertia S Section

More information

How-To-build guide Garden shed

How-To-build guide Garden shed How-To-build guide Garden shed What you can build using this guide This guide will show you how to build a re-locatable garden shed. Before you begin building Contact your local territorial authority to

More information

RIDGE-JOIST CONNECTION 12/12 maximum slope

RIDGE-JOIST CONNECTION 12/12 maximum slope R1 RIDGE-JOIST CONNECTION Beveled bearing stiffener each side (see detail R8) 2 3 8" min. end nailing distance, typical United Steel Products LSTA24 or Simpson Strong-Tie LSTA24 strap with 7-10d x 1 1

More information

Rigid Connections. Between Wood posts and concrete

Rigid Connections. Between Wood posts and concrete Research + Technology Research + Technology Rigid Connections Between Wood posts and concrete By David R. Bohnhoff, PHD, PE Modeling Connections The primary goal of a structural engineer is to ensure that

More information

KOLO SHELTER Installation Instructions Parts List

KOLO SHELTER Installation Instructions Parts List Parts List Roof Cap Rafter Upright Polycarbonate Polycarbonate Drop Polycarbonate Flange Center Weldment (Short length shown above) Polycarbonate Edge Bolt.25 x 6.5 Bolt.625 x 7.5 Threaded Rod.75 x 14

More information

Figure 1: Single-span Symmetrical Portal Frame (Salter, 2004)

Figure 1: Single-span Symmetrical Portal Frame (Salter, 2004) GENERAL Portal Frame Design Tips Seminar Proceedings Author: Affiliation: Clark Hyland Steel Construction New Zealand Inc. Editor: Kevin Cowie Affiliation: Steel Construction New Zealand Inc. Date: 27

More information

LYSAGHT FIRMLOK. Identification The format of the number code is: Material specifications

LYSAGHT FIRMLOK. Identification The format of the number code is: Material specifications LYSGHT FIRMLOK W = 47 W = 47 2t W = 47 2t D = 200 2t D = 150 D = 100 t t t F100 F150 F200 Sizes Section Dimensions Metal thickness Section area Mass (Colorbond) D x W t ( mm) ( mm) 2 ) ( mm (kg/m) 100

More information

Beam & Header Technical Guide. LP SolidStart LVL. 2900F b -2.0E. U.S. Technical Guide U.S. TECHNICAL GUIDE

Beam & Header Technical Guide. LP SolidStart LVL. 2900F b -2.0E. U.S. Technical Guide U.S. TECHNICAL GUIDE U.S. Technical Guide U.S. TECHNICAL GUIDE LP SolidStart LVL & Header Technical Guide 2900F b -2.0E Please verify availability with the LP SolidStart Engineered Wood Products distributor in your area prior

More information

Use the Design Properties (100% Load Duration) Table from Page 3 for questions 1-7

Use the Design Properties (100% Load Duration) Table from Page 3 for questions 1-7 www.garyklinka.com page 1 of 16 Truss Joist I-Joist Quiz Instructions: www.garyklinka.com 1. Print these pages. 2. Print referencing manual from my site at http://garyklinka.com/manuals/tj-4000.pdf or

More information

Ulltraclad Aluminium Cladding. Contents. 1.0 General Information Design Information Installation Information 7. 4.

Ulltraclad Aluminium Cladding. Contents. 1.0 General Information Design Information Installation Information 7. 4. Ulltraclad Aluminium Cladding Contents 1.0 General Information 2 2.0 Design Information 4 3.0 Installation Information 7 4.0 Maintenance 10 5.0 Health & Safety 10 1 1.0 General Information 1.1 Introduction

More information