Steel Stud Systems 1800 STUDCO. Studco Stud Fits positively into track. External Infill Framing Between concrete and steel structures

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1 Steel Stud Systems Studco Stud Fits positively into trck Externl Infill Frming Between concrete nd steel structures 32 Service Holes Bell-mouthed service holes t 500mm centres do not require grommets for cbling. Knurled fce for screw point loction. Boxed Studs Studco.50,.55 nd.75bmt steel studs cn be esily boxed together providing extr strength t door openings or where greter lods re required. sles@studcosystems.com.u PH:

2 The Studco steel stud frming system is engineered to provide designers nd instllers the solution to crete frming systems tht re not only durble nd verstile but cn lso chieve the needs nd design criteri in ccordnce with the BCA nd pproprite Austrlin stndrds. The Studco steel stud frming system is mnufctured in rnge of vrious widths, lengths nd mteril guges from 0.50mmBMT to 1.5mm BMT. This rnge of stud nd trck profiles not only offer greter spn nd performnce, but lso re ccompnied by rnge of ccessories including noggings, nogging trck nd brcket joining systems. The design tbles in this section hve been formulted to comply with the relevnt Austrlin stndrds, ccompnied by substntil lbortory nd field testing. Construction of fire-rted or sound rted wll systems cn be chieved by using the Studco steel frming system nd ccessories. Refer to the building bord mnufcturers for more detiled informtion. Components Stud nd Trck Sections Lipped Wll Stud Tble 44 LIPPED WALL STUDS - PART NUMBERS Section Width Bse Metl Thickness - BMT "" 0.5mm 0.55mm 0.75mm 1.15mm 51mm S5150 N/A S5175 N/A 64mm S6450 N/A S6475 S mm N/A S7655 S7675 S mm N/A S9255 S9275 S mm N/A N/A S1507 S15012 Tble 45 STANDARD TRACK - PART NUMBERS 35mm Stndrd Trck Section Width Bse Metl Thickness - BMT "" 0.5mm 0.5mm Hemmed 0.55mm 0.7 Hemmed 0.75mm 1.15mm 51mm T5155 N/A N/A N/A T5175 N/A 64mm T6455 T6455H N/A T6475H T6475 T mm T7655 T7655H N/A T7675H T7675 T mm T9255 T9255H N/A T9275H T9275 T mm N/A N/A N/A N/A T1507 T mm Deflection Trck Tble 46 DEFLECTION HEAD TRACK - PART NUMBERS Section Width Bse Metl Thickness - BMT "" 0.5mm 0.55mm 0.7mm hemmed 0.75mm 1.15mm 51mm N/A N/A N/A DT5175 N/A 64mm N/A DT645 DT6475H DT6475 DT mm N/A DT765 DT7675H DT7675 DT mm N/A DT925 DT9275H DT9275 DT mm N/A N/A N/A DT1507 DT15012 Tble 47 32mm 50mm Nogging Trck NOGGING TRACK - PART NUMBERS Section Width Nogging Trck Bse Metl Thickness - BMT "" Centres 0.5mm 0.55mm 0.75mm 1.15mm 64mm 300mm N/A N/A NT N/A 64mm 450mm N/A N/A NT N/A 64mm 600mm N/A N/A NT N/A 76mm 300mm N/A N/A NT N/A 76mm 450mm N/A N/A NT N/A 76mm 600mm N/A N/A NT N/A 92mm 300mm N/A N/A NT N/A 92mm 450mm N/A N/A NT N/A 92mm 600mm N/A N/A NT N/A 150mm 300mm N/A N/A NT N/A 150mm 450mm N/A N/A NT N/A 150mm 600mm N/A N/A NT N/A 33 PH: sles@studcosystems.com.u

3 Components Noggings 32mm Nogging Brckets M69 M68 b b b M78 Tble 48 M79 b NOGGINGS - PART NUMBERS Section Width Nogging Trck Bse Metl Thickness - BMT "" Centres 0.5mm 0.55mm 0.75mm 1.15mm 64mm 450mm N/A N/A N N/A 64mm 600mm N/A N/A N N/A 76mm 450mm N/A N/A N N/A 76mm 600mm N/A N/A N N/A 92mm 450mm N/A N/A N N/A 92mm 600mm N/A N/A N N/A 150mm 450mm N/A N/A N N/A 150mm 600mm N/A N/A N N/A Tble 49 NOGGING BRACKETS - PART NUMBERS Prt No Section Height Section length BMT Timber Nogging Thickness "" "b" M68 36mm 72mm mm M69 36mm 72mm mm M78 18mm 150mm mm M79 18mm 150mm mm Studco Ezy-Trck Tble 50 EZY TRACK - PART NUMBERS Section Width Trck leg Bse Metl Thickness - BMT "" height "b" 0.5mm 0.55mm 0.75mm 1.15mm 51mm 42mm N/A N/A FX51 N/A 64mm 45mm N/A N/A FX64 N/A 76mm 39mm N/A N/A FX76 N/A 92mm 41mm N/A N/A FX92 N/A 150mm 42mm N/A N/A FX150 N/A Brckets M100 Angle Brcket M103 Slotted Deflection Clet M126 Stggered Stud Wll ClipTrck b 34 c c b b M104 Slotted HEDA connector c c b b M545 Universl L Brcket Tble 51 Prt No. M100 M103* M104 M545 * To be superseded by M104 1mm 1mm BRACKETS - PART NUMBERS Section Width Section Width Section Width BMT "" "b" "c" 100mm 45mm 40mm 1.5mm 75mm 50mm 80mm 3.0mm 65mm 35mm 80mm 2.0mm 75mm 75mm 55mm 1.5mm sles@studcosystems.com.u PH:

4 - Wll Studs HEDAjmb Tble 52 Rpidtrck Slotted Deflection Trck Tble 53 STUDCO HEDA JAMB - PART NUMBERS Section Width Bse Metl Thickness - BMT "" 1.15mm 1.55mm 76mm HJ N/A 89mm N/A HJ RAPIDTRACK SECTION WIDTH Bse Metl Thickness - BMT 0.5mm 0.55mm 0.75mm 1.15mm 51mm N/A N/A N/A N/A 64mm N/A N/A N/A N/A 76mm N/A N/A N/A N/A 92mm N/A N/A N/A DS mm N/A N/A N/A DS Hole size is ø14mm, suitble for M12 bolts or M10 msonry sleeve nchors. Strongrm Wll Brce Tble Section A Section B BMT PART No STRONGARM Height Length M110 StrongArm Wll Brce 1200mm Slimwll Brckets & Chnnel Tble 55 M M355 PART No SLIMWALL Section A Height M163-6 Slimwll Brcket 69-92mm Cvity 68mm M163-8 Slimwll Brcket mm Cvity 84mm M355 M355 Ceiling Chnnel 51mm 53 35mm PH: sles@studcosystems.com.u 35

5 - Studs The Studco lipped wll studs re mnufctured in vrious widths nd guges from 0.50BMT to 1.15BMT. Bell mouth service holes re punched t 500mm centres eliminting the need for cbling grommets. The knurled fce long the stud flnge provides positive screw point loction. Studs cn be boxed or spliced to extend the overll length or to provide strengthening if required. Refer to Tble 47 for splice fixing detils. Spliced Studs 0.75 BMT - 150mm studs 1.15 BMT - 64, 76, 92, 150mm studs Spliced Studs 0.50 BMT - 51, 64mm studs 0.55 BMT - 76, 92mm studs 0.75 BMT - 51, 64, 76, 92mm studs Tble 56 Wll Splice No. of Fsteners for both sides of studs t Height Position splice joint In Wll 0.50 / 0.55 / 0.75BMT 1.15BMT mm 0-10% % - 25% 3 5 Note:. SPLICE STUD FIXING DETAIL 1.Splicing of studs is not suitble for lod bering wlls unless certified by n engineer. 2.Splices to be lternted top nd bottom long wll length 3.Do not splice studs between 25% - 75% of wll height 4.Mximum stud spcing 600mm centres Minimum overlp 500mm Boxed Studs 0.50 & 0.55 BMT - ll stud sizes Bck to Bck Studs 0.75 & 1.15BMT - ll stud sizes Minimum overlp 300mm 500mm Mximum Refer to Tble 47 for fstener requirements 36 Fig. 1 Spliced Studs Bck to Bck Screw through t mximum 500mm centres. Fig. 2 Spliced Studs - Boxed Refer to Tble 47 for fixing requirements Fig. 3 Boxed Studs - Screw Fixing only required if studs re unlined. sles@studcosystems.com.u PH: Fig. 4 Bck to Bck Fixing for 1.15 stud rnge in lieu of Boxing stud. Refer to Tble 56 for fixing requirements

6 - Trcks The Studco Trck sections provide friction fit for the lipped wll studs. The friction fit holds the studs in position until the lining bords re fixed; this friction fit lso ccommodtes slip joint to llow for ny movement in the primry structure. To llow for this movement to occur it is not recommended tht the lining bord is fixed to the trck sections unless specificlly stted. Studco Trck Sections re mnufctured in two different profiles: stndrd trck with nominl leg height of 32mm nd the deflection hed trck with nominl leg height of 50mm. The stndrd trck is lso vilble with rolled hemmed edge. This sfety hem long the entire length of the trck section reduces the exposure to shrp edges whilst lso enhncing the rigidity of the profile. DEFLECTION HEAD TRACK NOTES 1) 0.55 D/Trck For use in wlls using Stud up to 2.7m high, with mximum internl pressure of 0.25kP. 2) 0.75 D/Trck To be used in wlls over 2.7m high or if the wll clls for 0.75 stud nd/or the internl pressure is greter then 0.25 kp. 3) 1.15 D/Trck Use 1.15 D/Trck for top & bottom trcks when 1.15 stud wll exceeds 3.0m high nd where the wll design clls for 1.15 stud system. 4) Deflection Hed Trcks should be used for top & bottom trcks when wll heights exceeds 4.8m. Fig. 1 Bottom Trck Fixing Note: DPC is not required under the trck unless specified otherwise Trck fixings t 600mm centres Wll stud Trck section Acoustic selnt if required Fig. 2 Fixing Centres Studs should be orientted in the sme direction to mke fitting of lining bords esier 600mm 600mm Fixing centres 100mm - Minimum end of trck fixing Note: Use 2 fixings t 600mm centres for the 150mm trck section, pproximtely 20mm in from either side of the trck. Note: Where trcks re fstened to concrete minimum edge distnces for ll fixings must be mintined. Fig. 3 Friction Fit Fixings t 600mm centres Fig. 4 Deflection Hed Fixings t 600mm centres 5-10mm clernce to stud 32mm trck section 100mm mx to first fixing Fsteners to lining bord s per mnufcturers specifictions 20mm clernce to stud Row of noggings 100mm down required if wll lined one side. 100mm mx to first fixing Fsteners to lining bord s per mnufcturer s specifictions Note: Do not fix cornice to wlls rigidly where friction joints re instlled. PH: Note: Do not rigidly fix cornice to wlls where deflection hed is used. sles@studcosystems.com.u 37

7 - Noggings Studco noggings nd nogging trcks re mnufctured in rnge of sizes to suit stndrd wll stud centres. Nogging trck to suit custom centres nd bck to bck studs is vilble. The use of noggings is to provide support nd lso to prevent twisting of the studs during the instlltion of the lining bords. Noggings lso provide extr support to the wll construction, nd in some instnces more cost effective design cn be chieved by using noggings. Studco mnufctures two types of noggings, individul noggings or nogging trck. Noggings re supplied s pre-cut individul nogging pieces to sve cutting on site nd cn lso be instlled fter the studs nd trcks hve been fitted. Nogging trck is continuous trck tht cn be instlled in stud frming in one length nd requires only two screw fixings per stud connection. Timber noggings my be used, providing they re fixed s per digrm Fig. 3. Treted timber must not be used. The minimum number of noggings for different wll configurtions cn be estblished from Tble 49. This is pplicble for internl wlls subjected to 0.25kP. Wlls connected to the underside of concrete slb must be instlled with deflection hed trck nd n dditionl row of noggings 100mm down, if lined one side only. Fig. 1 Nogging 18mm Fig. 3 Timber Nogging Fig. 2 Nogging Trck y Treted timbers must not be used Fix thru web of studs x 18mm x 38 Tble 57 NOGGING CENTRES PART Nogging Trck Nogging NUMBERS Centres "x" Length "y" NT mm N/A NT mm N/A NT mm N/A NT mm N/A NT mm N/A NT mm N/A NT mm N/A NT mm N/A NT mm N/A NT mm N/A NT mm N/A NT mm N/A N N/A 412mm N N/A 562mm N N/A 412mm N N/A 562mm N N/A 412mm N N/A 562mm N N/A 412mm N N/A 562mm Tble 58 NOGGING REQUIREMENTS Wll Height Wll Lining Rows Of Noggings Required 0-4.2m Wll Lined Both Sides 0 4.2m - 8.4m m 1 3.0m - 6.0m Wll Lined One Side 2 6.0m - 8.0m 3 Note: Wlls connected to the underside of concrete slb must be instlled with deflection hed trck nd dditionl row of noggins 100mm down if unlined or lined one side only. If slotted deflection hed trck is used, dditionl row of noggins 100mm down not required. sles@studcosystems.com.u PH: x

8 Instlltion Guide - Wll to Ceiling Intersections Fig. 1 Top Trck to Bridging Support Detil Bridging requirements to be specified Trck fixed t mximum 600mm centres Bridging fixed to primry structure Fig. 2 Conceled Ceiling with Wll Prllel to Furring Chnnel Detil Where wlls run prllel to furring chnnel provide extr furring chnnel for fixing. M25/M27 Top Cross Ril 100mm Mx to first fixing Fig. 3 Conceled Ceiling with Wll Right Angles Connection Detil Fig. 4 Exposed T-Br Ceiling Connection Detil M534 Spring Hnger 38M Min br Fix trck into ech intersecting min br M27/M25 Top Cross Ril Fix trck into ech furring chnnel M29/M308 Furring Chnnel Note: Where studs re djcent to doors nd windows nd stud lods exceed 0.25 kp this construction is not recommended. Exposed grid to be fixed with brckets bck to perimeter wlls to stop ceiling from moving Fig. 5 Decortive Stopping Section with Wll Trck Detil Fix trck into ech furring chnnel Fig. 6 Decortive Stopping Heder Trck Detil M29/M308 Furring Chnnel Fix trck into ech furring chnnel SL10 Shdowline stopping bed 100mm Mx to first fixing 100mm Mx to first fixing Extruded luminium trck sections for 64, 76 & 92mm studs. Additionl fixings my be required ner intersecting wlls. PH: sles@studcosystems.com.u 39

9 Instlltion Guide - Internl Stud Wlls Fig. 1 Door Opening Fig. 2 Window Opening Jmb studs to be fixed to top trck or see pge 43 for deflection brcket connection Jmb studs to be boxed t openings 1000mm mx* * Door openings over 1000mm nd externl openings must be checked prior to commencement of work. Door/Window heder from trck section fixed to jmb studs Stud centres should mtch the stndrd wll stud spcing 1500mm mx* Fig. 3 Wll End Intersection to Concrete * Jmb studs to be boxed t openings, window openings over 1500mm nd externl openings must be checked prior to commencement of work. 100mm INTERNAL WALLS ONLY DESIGN NOT SUITABLE FOR EXTERIOR WALLS Verticlly fix with msonry fixings mx 500mm centres Fig. 4 Angle Brcket Connection * Resilient mount cn lso be used - see pge 30. Msonry fixing Minimum 2 tek screws per connection 40 * Brcket loctions should be checked prior to commencement of work sles@studcosystems.com.u PH:

10 Fig. 5 Wll End Trck fixings Fig. 6 Corner 600mm 100mm Ezy Cp wll end cp Verticlly screw fix t 600mm centres 600mm mx. fixing centres 100mm mx. first fixing point 100mm Wlls connected to the underside of concrete slb must be instlled with deflection hed trck nd n dditionl row of noggings 100mm down if wll is lined one side only. Noggings see pge 38 Timber noggings see pge 46 Refer lso to nogging brckets tble 49 on pge 34. Fig. 8 Angled Wll Fig. 7 Intersecting Wll Bcking ngle required when wll ngle chnge is greter thn 25º Fix trck t intersection wll loctions Externl corner section Internl corner bed Verticlly screw fix t 600mm centres PH: sles@studcosystems.com.u 41

11 Instlltion Guide - Stggered Stud Wlls Stggered Stud Systems provide resistnce to sound trnsmission nd coustic impct. Studs re held in plce by using the M126 Stggered Stud Clip or M40 Wll Trck s shown in Fig. 1. Refer to Tble 59 for mximum wll heights. Spcing Spcing Studco Trck Studco Stud Fig. 1 Typicl Stggered Stud Wll Appliction M126 Stggered stud clip M40 Furring trck Tble 59 MAXIMUM STAGGERED STUD WALL HEIGHTS - SPAN/240 PLASTER THICKNESS (mm) 10mm PLASTERBOARD 13mm PLASTERBOARD 16mm PLASTERBOARD STUD SPACING (MM) 300mm 450mm 600mm 300mm 450mm 600mm 300mm 450mm 600mm PART NO. STUD SIZE MAX WALL HEIGHT (mm) S mm x 0.50BMT S mm x 0.50BMT S mm x 0.75BMT S mm x 1.15BMT S mm x 0.55BMT S mm x 0.75BMT S mm x 1.15BMT S mm x 0.55BMT S mm x 0.75BMT S mm x 1.15BMT S mm x 0.75BMT S mm x 1.15BMT Notes: 1. Tbulted heights cn not be used for xil lods but include self weight nd lterl pressures. 2. Shelf lodings re not included in the tbulted heights. 3. This tble is for internl pplictions only. 42 sles@studcosystems.com.u PH:

12 Instlltion Guide - Curved Wlls Curved Wlls cn be esily constructed by using Studco Ezytrck. Ezytrck cn be curved to suit the desired rdius nd screwed through the side strp to lock the rdius into position. Studs re then plced into the Ezytrck nd screwed both sides. The Ezytrck is fixed to the primry structure t ech Stud loction, top nd bottom. The use of Ezytrck in bulkhed construction is cost effective lterntive s the Ezytrck cn be preformed to your rdius then screw locked nd instlled. For guide on Stud centres for curved wlls, refer to Tble 60 below. Tble 60 STUDS CENTRES - CURVED WALLS WALL RADIUS PLASTERBOARD 800mm-1000mm 1000mm-1500mm 1500mm-2000mm 2000mm-2500mm 2500mm-3000mm 3000mm-4000mm over 4000mm THICKNESS MAXIMUM WALL STUD CENTRES 6.5mm 150mm 200mm 250mm 300mm 350mm 450mm 550mm 10mm 150mm 200mm 250mm 300mm 350mm 450mm 550mm 13mm mm 200mm 250mm 300mm 400mm 500mm 16mm mm 200mm 250mm 350mm Fig. 1 Curved Wll Sliding strp to lock rdius into position Fig. 2 Fixing Detil Refer to Tble bove for stud centres Fix trck t ech stud loction with pproved msonry nchor PH: Note: Fix building bords verticlly to studs both sides. Bend lining bords to mnufcturers specifictions. sles@studcosystems.com.u 43

13 Instlltion Guide - HEDA Tough Wll System The HEDA System from Studco offers n fst nd esy wy of creting openings in wlls in both internl nd externl pplictions. Trditionlly, wll openings hve required two or three studs t ech side of the jmb nd series of studs nd trck to ct s lintel. Whilst this method remins highly populr, the new HEDA System from Studco uses fewer sections nd fewer connections, thereby gretly decresing construction time nd simplifying the construction process. The HEDA System consists of only two items. Firstly, there is one new profile, known s the HEDAJmb, which is 92mm wide nd 75mm deep, nd suits the stndrd 92mm steel stud system from Studco. Mde from glvnised steel, the HEDAJmb is vilble in 1.2mm nd 1.6mm thicknesses, mking this section extremely verstile over vst rnge of opening sizes. The HEDAJmb section cn be used for both the opening jmbs (verticl members) nd the lintels nd sills (horizontl members) nd it elimintes the need for using multiple studs nd stud/trck combintions. Secondly, to connect the HEDAJmb to djoining members, new brcket is used, known s the HEDAConnector. This verstile brcket is suitble for ll connections required round the openings, eliminting the need for ordering different brckets for different connections. The HEDA System hs been fully engineered to meet BCA requirements nd Austrlin Stndrds, ensuring you of code complince whenever you use Studco s new HEDA System. The HEDA System is suitble for most opening pplictions nd by discussing your needs with Studco representtive, you cn be sure tht even your most demnding opening specifictions cn be ccommodted. Fix trcks to both flnges of HEDAjmb t mx. 600mm centres t lintel nd sill loctions Size nd type of fsteners my vry form ppliction to ppliction for ech connection. Consult engineer for specific fstener requirements prior to inslltion. Fig. 1 Jmb Stud To Slotted Deflection Trck Connection Fig. 3 Jmb Stud To Bottom Trck Connection 44 Fig. 2 Jmb Stud To Lintel/Sill Connection Use HEDAconnector (Studco M104) for connection of HEDAjmb sections. Observe fstener requirements t ll times. sles@studcosystems.com.u PH:

14 Studco HEDAjmb is suitble for use in... Openings in externl wlls Openings in internl wlls Construction of extreme wlls Fix studs through slots to llow for building movement (deflection). Fig. 4 Wll Stud To Slotted Deflection Trck Connection (Using std stud s wll stud) * HEDAjmb setions shown in red for illustrtive purposes only. Alwys ensure tightness of screw is sufficient to llow for deflection if needed. Allow 20mm minimum gp between wll studs or jmb studs on top trck. Use Studco 92mm x 1.15BMT steel studs for intermedite wll studs. Consult engineer for spns nd spcing. PH: Use Studco 92mm x 1.15BMT trck t bottom. Use noggings s specified by engineer, where pplicble. Fig. 5 Wll Stud To Slotted Deflection Trck Connection (Using HEDAjmb s wll stud) CONSULT STUDCO FOR WALL DESIGNS & SPECIFICATIONS sles@studcosystems.com.u 45

15 Instlltion Guide - Electricl & Plumbing Services Plumbing pipes such s copper or brss must be isolted from direct contct with steel stud frming. Plstic grommets or lgging should be used to stop wter hmmer of pipework. Alterntively plumbing pipes cn be fixed to flnges of studs where you hve suitble cvity with pproprite sddle clmps. Electricl wires simply run through pre-punched service holes. Wires must be isolted sfely from the steel structure. When drilling extr holes,refer to Fig. 3 for cutout guidelines. Drilled holes should not exceed 50mm dimeter. Nogging Studco Stud Tiles Lining bord Approved flshings required by regultions Studco Stud Top ht bth chnnel W 3W Preformed shower bse 35mm Bth Notch stud 35mm mx. 3W Mx. length of W Fig. 1 Showerbse Instlltion Detil Fig. 2 Bth Notching Detil Minimum edge distnces 20mm Plywood or timber nogging for support of ncillry fittings Fig. 3 Stud Cut-Out Guidelines Studco Stud Copper or brss piping nd fittings should be isolted from direct contct with steel frming Timber noggings Trenched to fit stud lip 46 Fig. 4 Isolting Services BA508 Angle for fixing to stud Fig. 5 Nogging Detil Nogging brckets cn lso be used for this ppliction - refer to tble 49 on pge 34 sles@studcosystems.com.u PH:

16 Instlltion Guide - Lining Bords Plsterbord linings cn be fixed verticlly or horizontlly with joints stggered lterntely either side of the wll. Stud centres should not exceed 600mm centres. Refer to building bord nd fstener mnufcturers specifictions for fixing detils. Fig. 1 Lining Bords Frming 600 centres mximum Do not screw where dhesive is pplied Provide dhesive to studs Refer to mnufcturers fixing specs Fix noggings s required Lining bords should be left cler of the floor Verticl ppliction of lining sheets Horizontl ppliction of lining sheets Note: For expnsion joints, refer to building bord mnufcturers recommendtions. Also see pge 16. PH: sles@studcosystems.com.u 47

17 Instlltion Guide - Chse Wlls Chse wlls re required where services hve to be ccommodted or discontinuous structure is needed for coustic purposes. Chse wlls re constructed s two seprte wlls using steel stud nd trck sections nd cross brced t regulr intervls with steel stud or trck section (see Fig. 1). Where chse wll is required for coustic purposes the M24R resilient joiner brcket my be used s brcing. Consult Studco Technicl Services for project requirements. Noggings re required bsed on chse wll being clssed s wll lined one side. The mximum wll heights cn be determined from Tble 61. Steel stud bridging t mximum 1200mm centres Fig. 1 Typicl Chse Wll Appliction 100mm One row of noggings 100mm down if chse wll is not bridged Noggings to be fitted s wll lined one side s per tble 58 on pge 38. M24R Resilmount brcket Cvity for services or coustic purposes. Mximum 600mm Fig. 2 Mx distnce between wlls with Resilmount brce 180mm Notes: 1.Noggings to be eqully spced over wll height 2.Deflection limit limited to L/360 or L/240 t 0.25kP in ccordnce with the BCA spec C1.8 3.Unbridged wlls must be instlled with deflection trck nd n dditionl row of noggings 100mm down from top of wll. Tble 61 BRIDGED CHASE WALLS- MAXIMUM WALL HEIGHTS STUD SPACING 400mm 450mm 600mm STUD SIZE MAXIMUM WALL HEIGHTS - L/360 64mm x 0.55BMT 3715mm 3503mm 3033mm 64mm x 0.75BMT 5077mm 4787mm 4145mm 76mm x 0.55BMT 4460mm 4205mm 3642mm 76mm x 0.75BMT 5659mm 5336mm 4621mm 92mm x 0.55BMT 4987mm 4702mm 4072mm 92mm x 0.75BMT 6324mm 5962mm 5163mm Minimum 2 screws per brcket fixed into stud Minimum 2 screws per brcket fixed into stud 48 Fig. 3 Mx distnce between wlls with Resilmount brce Fig. 4 Lrger chse wll cvities use bridging extension. Consult Studco Engineer for project specifictions. Fig. 5 Steel stud bridging sles@studcosystems.com.u PH:

18 Instlltion Guide - Stud Ceilings When constructing ceilings, steel studs cting s joists cn be used where it is imprcticl to use conceled suspended ceiling. Applictions include mny res, such s prtments, corridors nd bthrooms etc. Where service htches or ccess loctions re within ceilings this re must be strengthened for service trdes. Refer to pges 58/59 for steel stud spns nd bridging. Instlltion nd fixing procedures refer to digrms below. Fig. 1 Typicl Stud Ceiling Appliction Bridging either stud or trck section if required. See tble 79 on pges 58 & 59. Fig. 2 Stud Joist to Wll Trck Fixing Msonry Approved msonry nchor to be fixed within 50mm of joists Screw either side to fix stud to trck Fig. 3 Stud Joist to Wll Trck Fixing Note: Where ceiling intersects stud wll, the wll must be checked for the ceiling lod Screw either side to fix stud to trck Fig. 4 Stud Joist Suspension Fixing 1 Approved msonry nchor to be fixed Wll studs to line up with ceiling joists Two tek screws per connection Fig. 5 Stud Joist Suspension Fixing 2 Purlin by others Note: Refer to fstener mnufcturers for fixings. Angle brcket BA358 Five tek screws per connection PH: Note: Fixings should be mde to the web of the purlin unless otherwise pproved by n engineer. sles@studcosystems.com.u 49

19 Instlltion Guide - Bulkheds Bulkheds cn be constructed using steel stud nd trck where furring chnnels become imprcticl. Bulkhed stud members will need to be fixed nd brced to suitble structurl supports, nd ensure tht the bulkheds meet required design lodings. Design lodings nd specifictions should be referred by structurl engineer or Studco Technicl Services. An economicl lterntive to constructing bulkheds on-site is to use pre-fbricted modules. Studco cn nlyse comprehensive plns nd rech innovtive solutions for frming requirements with ny rchitecturl style. The possibilities include circulr, curved, stepped or cntilevered frming which is esily suspended from slb or structure by using springhnger Prt No. M534 subject to engineers pprovl. (See Fig 4). Spring hngers to be used only for preliminry suspension before brcing bck to structure. Fig. 1 Ceiling Bulkhed Fix to structure Brce to roof structure Fig. 2 Ceiling Bulkhed Brcing Detil TEK screw into purlin s per mnufcturers specifictions 1500mm mx. Independent suspension to ceiling Brcing my require horizontl tie 300mm mx. unsupported Fig. 3 Box Bulkhed Fig. 4 M534 Spring Hnger Suspension M534 Spring hnger cn be used for preliminry bulkhed suspension for initil instlltion, then support with brcing bck to structure Trck fixings t 600mm centres mximum Fig. 5 Suspension of Prefbricted Bulkheds Height 50 Spn To be fixed where stud intersects Bulkhed my require hrd brcing bck to structure depending on spn nd size sles@studcosystems.com.u PH:

20 Instlltion Guide - Slimwll The Studco SLIMWALL system is energy efficient wll system tht is code complint to NCC 2011 Section J (BCA 2011) Energy Efficiency criteri. The Studco SLIMWALL System consists of C-chnnel section nd series of two brckets, designed to provide djustble stnd-off points for fixing the chnnel. The M163-6 SLIMWALL brcket is suitble for wll cvities 69-92mm nd the M163-8 SLIMWALL brcket is suitble for wll cvities mm. Once the M163 brckets re fixed to externl wll using shot pins or msonry nchors, the Studco Slimceil M355 chnnel re inserted into the brckets nd screwed to the brckets, chieving secure nd permnent fixing which cn support wide vriety of lining bord types nd weights. So whether you're chsing 6 Str Green Str on your next project or you just need fst, flexible nd fully code complint wll system, choose the unique, new Studco SLIMWALL. Studco Slimwll system used with CSR Brdford foil-fced builders blnkets to chieve R2.8 rting. Concrete or msonry substrte Foilbord Studco 35mm Slimceil chnnel Studco M163 Slimwll brcket M6 dynbolt or equivlent Studco Slimwll system used with foilbord insultion to chieve R1.8 rting. Plsterbord 20mm ir spce 35+mm ir spce Tble 62 SLIMWALL - MIN & MAX MEASUREMENTS PART No Distnce from substrte to bck of plsterbord. BRACKET SIZE Min mesurement Mx mesurement M mm 70mm 90mm M mm 86mm 106mm * This is the distnce from the concrete substnce nd to the bck fce of the plsterbord lining. PH: sles@studcosystems.com.u 51

21 Instlltion Guide - Strongrm The Studco StrongArm structurl wll brce is designed for rpid in-wll strengthening of free-stnding steel stud wlls commercil pplictions, where structurl member is required to limit deflection nd improve rigidity. Mde from 12mm thick steel nd protected by hot-dip glvnised coting, this super brcket cn withstnd extreme lods, is suitble for internl nd externl pplictions nd is sure to sve you time nd money on your next project. Typicl pplictions include; Free-stnding wlls, Blustrdes, Nib wlls, Bulkheds nd Smoke bffles. Tble 63 Wll Height 600mm 900mm 1200mm 1500mm 1800mm 2100mm 2400mm STRONGARM - BRACKET/STUD SPACING Wll Stud type nd Stud centres Studco S mm x 0.75BMT lipped wll stud t 600mm centres M110 Brcket Spcing Mximum 2400mm centers Wll Stud type nd Stud centres Studco S mm x 0.75BMT lipped wll stud t 600mm centres M110 Brcket Spcing Mximum 1800mm centers Wll Stud type nd Stud centres Studco S mm x 0.75BMT lipped wll stud t 600mm centres M110 Brcket Spcing Mximum 1800mm centers Wll Stud type nd Stud centres Studco S mm x 1.15BMT lipped wll stud t 600mm centres M110 Brcket Spcing Mximum 1800mm centers Wll Stud type nd Stud centres Studco S mm x 1.15BMT lipped wll stud t 450mm centres M110 Brcket Spcing Mximum 1800mm centers Wll Stud type nd Stud centres Studco S mm x 1.15BMT lipped wll stud t 450mm centres M110 Brcket Spcing Mximum 1350mm centers Wll Stud type nd Stud centres Studco S mm x 1.15BMT lipped wll stud t 450mm centres M110 Brcket Spcing Mximum 900mm centers Notes: 1. Use Minimum 4No x 12mm msonry nchors with minimum 60mm embedment into concrete is required to fix the brcket to the substrte. 2. The design is for mx 0.4kp Ultimte internl pressure. 3. The Live impct lod of 0.75kN been considered. 4. The bsolute deflection is limited to mx 12mm. 5. All specifictions nd design criteri should be confirmed by the project engineer prior to instlltion. M110 Strongrm brcket instlled. 52 sles@studcosystems.com.u PH:

22 Section Properties & Dimensions - Wll Studs Tble 64 SECTION PROPERTIES - STUDS BMT Are Ixx Iyy Zxx Zyy rx ry Iw J Section mm mm^2 mm^4x1e3 mm^4x1e3 mm^3 mm^3 mm mm mm^6x1e6 mm^3 S S S S S S S S S S S S Mteril Specifictions The sections re cold formed from zinc coted steel strip mnufctured to AS Ech component hving the following properties: Steel Grde G2 Yield strength300 MP Depth D "D" X 35.0 Y Y Xc X Yc Tble 65 SECTION DIMENSIONS - STUDS Prt No. D Flnge Lips BMT Xc Yc S S S S S S S S S S S S Tble 66 SECTION PROPERTIES - HEDA BMT Are Ixx Iyy Zxx Zyy rx ry Iw J Prt No. mm mm^2 mm^4 mm^4 mm^3 mm^3 mm^2 mm mm^6x1e6 mm^3 HJ HJ Depth D Y 25 X X 92 Yc 25 Y Xc Tble 67 SECTION DIMENSIONS - HEDA Prt No. D Flnge Lips BMT Xc Yc HJ HJ Notes: 1. Section properties re pproximte only nd my be subject to revision. 2. Section properties tbulted re gross section properties. 3. The strength nd servicebility section cpcities re bsed on effective section properties clculted in ccordnce with AS 4600 Cold Formed Steel Structures Code. 53 PH: sles@studcosystems.com.u

23 Section Properties & Dimensions - Trck C Chnnel Trck Tble 68 "" Yc sc Xs Xc Y Y 32 cg "t" X Mteril Specifictions The sections re cold formed from zinc coted steel strip mnufctured to AS Ech component hving the following properties Steel Grde Yield strength Coting clss G2 300 MP Z275 Dimensions Gross 2nd Moment Section Rdius of Form B Torsion Wrping Are of Are Modulus Gyrtion Fctor Constnt Constnt BMT t Xc Xs Xo Ixx Iyy Zxx Zyy rxx ryy Q J Iw mm mm mm mm mm mm mm mm mm mm 3 mm mm mm mm mm C Chnnel Hemmed Trck Mteril Specifictions The sections re cold formed from zinc coted steel strip mnufctured to AS Ech component hving the following properties Steel Grde Yield strength Coting clss G2 300 MP Z275 Tble 69 imensions Gross 2nd By Torsion Wrping BMT Xc Xs Xo Are of Are Modulus Constnt Constnt Ixx Iyy Zxx Zyy rxx ryy J Iw mm mm mm mm mm mm2 10^3 mm4 10^3 mm4 10^3 mm3 10^3 mm3 mm mm mm mm4 10^6 mm Notes: 1. Section properties re pproximte only nd my be subject to revision. 2. Section properties tbulted re gross section properties. 3. The strength nd servicebility section cpcities re bsed on effective section properties clculted in ccordnce with AS 4600 Cold Formed Steel Structures Code. sles@studcosystems.com.u PH:

24 Section Properties & Dimensions - Deflection Trck Deflection Hed Trck "" Tble 70 Yc sc Xs Xc Y Y 50 cg "t" X Mteril Specifictions The sections re cold formed from zinc coted steel strip mnufctured to AS Ech component hving the following properties Steel Grde Yield strength Coting clss G2 300 MP Z275 Dimensions Gross 2nd Moment Section Rdius of Form By Torsion Wrping Are of Are Modulus Gyrtion Fctor Constnt Constnt BMT t Xc Xs Xo Ixx Iyy Zxx Zyy rxx ryy Q J Iw mm mm mm mm mm mm mm mm mm mm 3 mm mm mm mm mm Deflection Hed Hemmed Trck Mteril Specifictions The sections re cold formed from zinc coted steel strip mnufctured to AS Ech component hving the following properties Tble 71 Steel Grde Yield strength Coting clss G2 300 MP Z275 imensions Gross 2nd By Torsion Wrping BMT Xc Xs Xo Are Constnt Constnt Ixx Iyy Zxx Zyy rxx ryy J Iw mm mm mm mm mm mm2 10^3 mm4 10^3 mm4 10^3 mm3 10^3 mm3 mm mm mm mm4 10^6 mm Notes: 1. Section properties re pproximte only nd my be subject to revision. 2. Section properties tbulted re gross section properties. PH: The strength nd servicebility section cpcities re bsed on effective section properties clculted in ccordnce with AS 4600 Cold Formed Steel Structures Code. sles@studcosystems.com.u 55

25 Spn Tbles - Internl Stud Wll Heights Plsterbord Tble 72 MAXIMUM WALL HEIGHTS - LINING BOTH SIDES L/240 PLASTER THICKNESS (mm) 10mm PLASTERBOARD 13mm PLASTERBOARD 16mm PLASTERBOARD STUD SPACING (mm) 300mm 450mm 600mm 300mm 450mm 600mm 300mm 450mm 600mm PART NO. STUD SIZE MAX WALL HEIGHT (mm) S mm x 0.50BMT S mm x 0.50BMT S mm x 0.75BMT S mm x 1.15BMT S mm x 0.55BMT S mm x 0.75BMT S mm x 1.15BMT S mm x 0.55BMT S mm x 0.75BMT S mm x 1.15BMT S mm x 0.75BMT S mm x 1.15BMT Tble 73 MAXIMUM WALL HEIGHTS - LINING ONE SIDE L/240 PLASTER THICKNESS (mm) 10mm PLASTERBOARD 13mm PLASTERBOARD 16mm PLASTERBOARD STUD SPACING (mm) 300mm 450mm 600mm 300mm 450mm 600mm 300mm 450mm 600mm PART NO. STUD SIZE MAX WALL HEIGHT (mm) S mm x 0.50BMT S mm x 0.50BMT S mm x 0.75BMT S mm x 1.15BMT S mm x 0.55BMT S mm x 0.75BMT S mm x 1.15BMT S mm x 0.55BMT S mm x 0.75BMT S mm x 1.15BMT S mm x 0.75BMT S mm x 1.15BMT * See pge 37 for nogging requirements. 56 Notes: 1. Servicebility limits re s stted on tbles. 2. Tbles re for internl non-lod bering wlls. 3. Internl design pressures = 0.25 kp servicebility nd kp strength s per BCA It is ssumed the top plte is restrined lterlly. 5. Shelf loding hs not been llowed for in tbulted wll heights. 6. Noggings to be used in ccordnce with Tble 58 on pge The bove wll heights re suitble for up to two lyers of the nominted lining thickness. sles@studcosystems.com.u PH:

26 Spn Tbles - Internl Stud Wll Heights Brittle Substrtes - (ie. tiles, glss etc.) Tble 74 MAXIMUM WALL HEIGHTS - LINING BOTH SIDES L/360 PLASTER THICKNESS (mm) 10mm PLASTERBOARD 13mm PLASTERBOARD 16mm PLASTERBOARD STUD SPACING (mm) 300mm 450mm 600mm 300mm 450mm 600mm 300mm 450mm 600mm PART NO. STUD SIZE MAX WALL HEIGHT (mm) S mm x 0.50BMT S mm x 0.50BMT S mm x 0.75BMT S mm x 1.15BMT S mm x 0.55BMT S mm x 0.75BMT S mm x 1.15BMT S mm x 0.55BMT S mm x 0.75BMT S mm x 1.15BMT S mm x 0.75BMT S mm x 1.15BMT Tble 75 MAXIMUM WALL HEIGHTS - LINING ONE SIDE L/360 PLASTER THICKNESS (mm) 10mm PLASTERBOARD 13mm PLASTERBOARD 16mm PLASTERBOARD STUD SPACING (mm) 300mm 450mm 600mm 300mm 450mm 600mm 300mm 450mm 600mm PART NO. STUD SIZE MAX WALL HEIGHT (mm) S mm x 0.50BMT S mm x 0.50BMT S mm x 0.75BMT S mm x 1.15BMT S mm x 0.55BMT S mm x 0.75BMT S mm x 1.15BMT S mm x 0.55BMT S mm x 0.75BMT S mm x 1.15BMT S mm x 0.75BMT S mm x 1.15BMT * See pge 37 for nogging requirements. Notes: 1. Servicebility limits re s stted on tbles. 2. Tbles re for internl non-lod bering wlls. 3. Internl design pressures = 0.25 kp servicebility nd kp strength s per BCA It is ssumed the top plte is restrined lterlly. 5. Shelf loding hs not been llowed for in tbulted wll heights. 6. Noggings to be used in ccordnce with Tble 58 on pge The bove wll heights re suitble for up to two lyers of the nominted lining thickness. PH: sles@studcosystems.com.u 57

27 Spn Tbles - Stud Ceilings - Single Spn Single spn studs s ceiling joists - no ccess (non Trfficble) Tble 76 SINGLE SPAN STUDS AS CEILING JOISTS - STUD SPACING 300mm STUD SIZE 51mm 64mm 76mm 92mm 150mm STUD BMT (mm) PLASTERBOARD LINING STUD SPACING 300mm MAX STUD CEILING SPAN (mm) 1 lyer 10mm lyer 13mm lyer 16mm lyers 13mm lyers 16mm Tble 77 SINGLE SPAN STUDS AS CEILING JOISTS - STUD SPACING 450mm STUD SIZE 51mm 64mm 76mm 92mm 150mm STUD BMT (mm) PLASTERBOARD LINING STUD SPACING 450mm MAX STUD CEILING SPAN (mm) 1 lyer 10mm lyer 13mm lyer 16mm lyers 13mm lyers 16mm Tble 78 SINGLE SPAN STUDS AS CEILING JOISTS - STUD SPACING 600mm STUD SIZE 51mm 64mm 76mm 92mm 150mm STUD BMT (mm) PLASTERBOARD LINING STUD SPACING 600mm MAX STUD CEILING SPAN (mm) 1 lyer 10mm lyer 13mm lyer 16mm lyers 13mm lyers 16mm NOTES: 1) Strength bsed on 1.2G + Wu Ws kP Wu kP 2) Servicebility bsed on G Limit Spn/480 Mx 10mm W Limit Spn/300 Mx 12mm 3) Tbles bsed on non trfficble ( non ccessible) Ceiling spce 4) Tbles bsed on plster glued nd screwed to tension edge. 5) Supporting structures or wlls to be independntly checked. 6) Bridging requirements s per Tble 79 (this pge) nd instlltion guide on pge 49. Tble 79 MINIMUM TOP FLANGE BRIDGING REQUIREMENTS Stud Ceiling Spn (mm) Rows of Nogging Bridging sles@studcosystems.com.u PH:

28 Spn Tbles - Stud Ceilings - Double Spn Double spn studs s ceiling joists - no ccess (non Trfficble) Tble 80 DOUBLE SPAN STUDS AS CEILING JOISTS - STUD SPACING 300mm STUD SIZE 51mm 64mm 76mm 92mm 150mm STUD BMT (mm) PLASTERBOARD LINING STUD SPACING 300mm MAX STUD CEILING SPAN (mm) 1 lyer 10mm lyer 13mm lyer 16mm lyers 13mm lyers 16mm Tble 81 DOUBLE SPAN STUDS AS CEILING JOISTS - STUD SPACING 450mm STUD SIZE 51mm 64mm 76mm 92mm 150mm STUD BMT (mm) PLASTERBOARD LINING STUD SPACING 450mm MAX STUD CEILING SPAN (mm) 1 lyer 10mm lyer 13mm lyer 16mm lyers 13mm lyers 16mm Tble 82 DOUBLE SPAN STUDS AS CEILING JOISTS - STUD SPACING 600mm STUD SIZE 51mm 64mm 76mm 92mm 150mm STUD BMT (mm) PLASTERBOARD LINING STUD SPACING 600mm MAX STUD CEILING SPAN (mm) 1 lyer 10mm lyer 13mm lyer 16mm lyers 13mm lyers 16mm NOTES: 1) Strength bsed on 1.2G + Wu Ws kP Wu kP 2) Servicebility bsed on G Limit Spn/480 Mx 10mm W Limit Spn/300 Mx 12mm 3) Tbles bsed on non trfficble ( non ccessible) Ceiling spce 4) Tbles bsed on plster glued nd screwed to tension edge. 5) Supporting structures or wlls to be independntly checked. 6) Bridging requirements s per Tble 83 (this pge) nd instlltion guide on pge 49. PH: Tble 83 MINIMUM TOP FLANGE BRIDGING REQUIREMENTS Stud Ceiling Spn (mm) Rows of Nogging Bridging sles@studcosystems.com.u 59

29 Shelf Lodings - Stud Wlls Tble 84 MAXIMUM ALLOWABLE SHELF LOADS- WALL HEIGHT 2400mm WALL HEIGHT mm NUMBER OF SHELVES SPACED EQUALLY OVER FULL HEIGHT STUD SIZE SHELF WIDTH mm MAXIMUM ALLOWABLE SHELF LOAD IN kg PER METRE RUN OF SHELF mm x 0.55BMT mm x 0.75BMT mm x 0.55BMT mm x 0.75BMT mm x 1.15BMT Tble 85 MAXIMUM ALLOWABLE SHELF LOADS- WALL HEIGHT 2700mm WALL HEIGHT mm NUMBER OF SHELVES SPACED EQUALLY OVER FULL HEIGHT STUD SIZE SHELF WIDTH mm MAXIMUM ALLOWABLE SHELF LOAD IN kg PER METRE RUN OF SHELF mm x 0.55BMT mm x 0.75BMT mm x 1.15BMT mm x 0.55BMT mm x 0.75BMT mm x 1.15BMT sles@studcosystems.com.u PH:

30 Shelf Lodings - Stud Wlls Tble 86 MAXIMUM ALLOWABLE SHELF LOADS- WALL HEIGHT 3000mm WALL HEIGHT mm NUMBER OF SHELVES SPACED EQUALLY OVER FULL HEIGHT STUD SIZE SHELF WIDTH mm MAXIMUM ALLOWABLE SHELF LOAD IN kg PER METRE RUN OF SHELF mm x 0.55BMT mm x 0.75BMT mm x 1.15BMT mm x 0.55BMT mm x 0.75BMT mm x 1.15BMT Tble 87 MAXIMUM ALLOWABLE SHELF LOADS- WALL HEIGHT 3600mm WALL HEIGHT mm NUMBER OF SHELVES SPACED EQUALLY OVER FULL HEIGHT STUD SIZE SHELF WIDTH mm MAXIMUM ALLOWABLE SHELF LOAD IN kg PER METRE RUN OF SHELF mm x 0.55BMT mm x 0.75BMT mm x 1.15BMT mm x 0.55BMT mm x 0.75BMT mm x 1.15BMT PH: sles@studcosystems.com.u 61

31 Shelf Lodings - Stud Wlls Tble 88 MAXIMUM ALLOWABLE SHELF LOADS- WALL HEIGHT 4200mm WALL HEIGHT mm NUMBER OF SHELVES SPACED EQUALLY OVER FULL HEIGHT STUD SIZE SHELF WIDTH mm MAXIMUM ALLOWABLE SHELF LOAD IN kg PER METRE RUN OF SHELF mm x 0.55BMT mm x 0.75BMT mm x 1.15BMT mm x 0.55BMT mm x 0.75BMT mm x 1.15BMT Tble 89 MAXIMUM ALLOWABLE SHELF LOADS- WALL HEIGHT 4800mm WALL HEIGHT mm NUMBER OF SHELVES SPACED EQUALLY OVER FULL HEIGHT STUD SIZE SHELF WIDTH mm MAXIMUM ALLOWABLE SHELF LOAD IN kg PER METRE RUN OF SHELF mm x 0.55BMT mm x 0.75BMT mm x 1.15BMT mm x 0.55BMT mm x 0.75BMT mm x 1.15BMT sles@studcosystems.com.u PH:

32 Shelf Lodings - Stud Wlls Tble 90 MAXIMUM ALLOWABLE SHELF LOADS- WALL HEIGHT 6000mm WALL HEIGHT mm NUMBER OF SHELVES SPACED EQUALLY OVER FULL HEIGHT STUD SIZE SHELF WIDTH mm MAXIMUM ALLOWABLE SHELF LOAD IN kg PER METRE RUN OF SHELF mm x 1.15BMT mm x 0.75BMT mm x 1.15BMT Design Prmeters nd Assumptions Preprtion of the Shelf lod Tbles hve been bsed on the following ssumptions. 1. Mx Stud Spcing - 600mm. 2. Top nd bottom wll trcks re mechniclly fixed to floor nd ceiling frming. 3. Studs re mechniclly fixed to top nd bottom wll trcks. 4. Studs nd trck sections re mnufctured by Studco Building Systems. 5. Shelves re evenly distributed over 2/3 the wll height. 6. The tbles re pplicble to shelves on one side of the wll. 7. Studco tkes no responsibility for the shelf design or the ttchment methods unless specificlly requested to crry out checks on prticulr systems. 8. The tbles hve been designed for deflection limit of wll height/ Wll studs re cld both sides with 13mm plsterbord or thicker. 10. Noggings re provided in ccordnce with minimum requirements s specified for wll construction. 11. Studs re to be continuous, not spliced. Stud Plsterbord lining Brcket Fig. 1 Shelf Distribution Detil PH: Fig. 2 Brcket Fixing to Stud Wll. Consult Studco Engineer for project specifictions. sles@studcosystems.com.u 63