Hilti HRD-C Submission Folder

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1 Submission folder Hilti HRDC Submission Folder Sample Submission and Approval Form 23 Product Information 4 Technical Data 5 14 Government Letter Letter of Phasein / Phaseout 17 Country of Origin 18 Job Reference Make your submission simple! To download the most updated submission folders and technical manuals, visit and benefit from the outofcharge premium web service that Hilti offers you! Our website is available for you 24 hours a day! P Recycling one ton of paper saves 17 trees and 7000 gallons of water. Please consider your environmental responsibility before using the hard copy version! Customer Hotline Hong Kong Macau (Toll free) Page 1 Jun 2012 Dec

2 SAMPLE SUBMISSION AND APPROVAL FORM Contract Title: Ref. No.: Date: Ref. No. of Previous Submission: Contract No: (1) File Reference: (2) DETAILS OF SUBMISSION To: Contract Manager s Representative Attention: From: The enclosed sample and catalogue* / certificate of origin* / technical data* / test report* / job reference* as described below have been checked for compliance with the Specifications and Drawings, and are submitted for approval. 1. General Information a. Material Description HRDC door frame anchor b. Location: c. Specification Ref. Page: Item: d. Drawing Ref. No. e. B.Q. Ref.No.: f. Anticipated date of approval: 2. Technical Information The submitted sample has been checked against the specification and drawings as listed below: Specification Requirements a. Brand Not specified b. Country of Origin Not specified c. Manufacturer s Name & Address Not specified d. Factory s Name & Address(es) Not specified e. Supplier (with Applicator, if any) Not specified Hilti Germany Submitted Sample (State details against each item) Hilti Corporation, FL9494 Principality of Liechtenstein Hilti Kunststofftechnik GmbH, martinhiltiweg 1, De Nersingen, Germany Hilti (Hong Kong) Ltd Page 1 of 2 Page 2 Dec 2012

3 f. Appearance Not specified g. Color + Not specified h. Specification Not specified i. Manufacturer s Catalogue Not specified j. Test Report (Original/Certificated True Copy) Not specified k. Previous Job Reference Not specified l. Supplementary Information Not specified According to the sample submitted NIL Attached Attached Attached Attached NIL For and on behalf of the Contractor (Quality Control Manager) CONTRACT MANAGER S COMMENTS To: From: Contract Manager s Representative: On the basis of the sample and information given, the above sample submitted is: (1) * Approved. (2) * Not approved because Remarks: Approval does not alter the requirements of the Contract Contract Manager s Representative: Date: cc. (* Delete if appropriate) (+ For glass or vitreous mosaic tiles, the contractor is required to confirm the colour range(s) of the submitted sample, i.e. a) light and or medium; or b) dark) Page 2 of 2 Page 3 Dec 2012

Anchoring Systems Door frame anchor HRDC Applications For fastening door and window frames Cladding / facade insulation material installation For primarily to secure cladding, timber and plastic

8 or A470 stainless steel Technical data Recommended load (kn), safety factor( )=3 Model Size 10x80 10x100 10x120 10x140 HRDC (hef=70 mm) Tensile Load, Nrec 2.0 2.

2 1.2 1.2 Remarks: 1) All the data applies to no edge distance, spacing and other influences 2) Holes must be produced by rotary drilling only 3) For detail design method, please refer to Fastening

4 Anchoring Systems Door frame anchor HRDC Applications For fastening door and window frames Cladding / facade insulation material installation For primarily to secure cladding, timber and plastic frames to concrete, solid and hollow brick Base material Concrete Brick, sandlime brick, hollow brick and gas concrete Material Highquality polyamide Screw made of galvanized steel of grade 6.8 or A470 stainless steel Technical data Recommended load (kn), safety factor( )=3 Model Size 10x80 10x100 10x120 10x140 HRDC (hef=70 mm) Tensile Load, Nrec at concrete 15 N/mm 2 Shear Load, Vrec HRDC light AAC block 2) Tensile Load, Nrec Shear Load, Vrec Remarks: 1) All the data applies to no edge distance, spacing and other influences 2) Holes must be produced by rotary drilling only 3) For detail design method, please refer to Fastening Technology Manual Advantages Suitable for all kinds of base material High holding power, thus fewer fastenings, less installation work and lower cost Flexible embedment depth (approved at 50 mm and 70 mm) Installation procedures hnom, h1,1 hmi ttol tfix hnom, h1,2 hmi ttol tfix Drill hole with drill bit. Blow out dust and fragments. Install the anchor. Drive screw into anchor. Drill hole and drill bit. Install anchor. Drive screw into anchor. HRDC programme HRDC: T40 head screw, steel 6.8 grade galvanized to 5µm Drill bit Min. Min. Max fasten. nom. Min. hole Min. hole anchorage anchorage Anchor thk.tfix dia., do depth,h1,1 depth,h1,2 depth, hnom,1 depth, hnom, 2 length, I (mm) Package Order designation Item no. (mm) (mm) (mm) (mm) (mm) (mm) hef 50mm hef 70mm (pcs) HRDC 10x HRDC 10x HRDC 10x HRDC 10x HRDC 10x HRDC 10x HRDC 10x HRDC 10x HRDC 10x HRDC 10x HRDCR: T40 head screw, A4 stainess steel HRDCR 10x HRDCR 10x HRDCR 10x Special Request 217 Customer Hotline: Hong Kong Macau (Mon Fri 8:30 am 6:00 pm / Sat 8:30 am 1:00 pm) Hilti online: Page 4 Dec 2012

HRD Frame anchor HRD Frame anchor Anchor version HRDC 8x HRD CR 8x Benefits Innovative screw design

HRDHR 10x HRDHR2 10x HRDHF 10x HRDK 10x HRDKR 10x HRDKR2 10x HRDP 10x HRDPR 10x HRDPR2 10x Flexible

Available in 4 different materials for optimum suitability in all corrosive environments

brick Autoclaved aerated concrete Window frame Fire resistance European Technical Approval CE

No. / date of issue European technical approval a) DIBt, Berlin ETA07/0219 / 20100812 Fire test

105 33035 / 200070709 a) b) All data given in this section according ETA07/0219, issue 20070917.

only available for HRD 8 Basic loading data according ETAG 020 All data in this section applies to

specified in the table Minimum base material thickness Steel failure Shear without lever arm

5 HRD Frame anchor HRD Frame anchor Anchor version HRDC 8x HRD CR 8x Benefits Innovative screw design for better hold Suitable on practically all base materials HRDC 10x HRDCR 10x HRDCR2 10x HRDH 10x HRDHR 10x HRDHR2 10x HRDHF 10x HRDK 10x HRDKR 10x HRDKR2 10x HRDP 10x HRDPR 10x HRDPR2 10x Flexible embedment depth (approved at 50mm and 70mm) Suitable for fastening thicknesses up to 260mm Available in 4 different materials for optimum suitability in all corrosive environments Preassembled for optimum handling and fastening quality Concrete Tensile zone a) Solid brick Hollow brick Autoclaved aerated concrete Window frame Fire resistance European Technical Approval CE conformity a) Redundant fastening only Approvals / certificates Description Authority / Laboratory No. / date of issue European technical approval a) DIBt, Berlin ETA07/0219 / Fire test report b) MFPA, Leipzig PB III/B07306 / Window frame report b) Ift, Rosenheim Ift report / a) b) All data given in this section according ETA07/0219, issue The anchor is to be used only for redundant fastening for nonstructural applications. only available for HRD 8 Basic loading data according ETAG 020 All data in this section applies to Correct setting (See setting instruction) No edge distance and spacing influence Base material as specified in the table Minimum base material thickness Steel failure Shear without lever arm Anchors in redundant fastening The data that are highlighted in light grey are additional Hilti recommended data and not part of the approval Page 5 Dec 2012

HRD Frame anchor Characteristic resistance (considering adverse conditions during installation and in service) ze HRD 8 HRD 10 Concrete C 12/15 (redundant fastening) Concrete C 16/20 C 50/60

6 HRD Frame anchor Characteristic resistance (considering adverse conditions during installation and in service) ze HRD 8 HRD 10 Concrete C 12/15 (redundant fastening) Concrete C 16/20 C 50/60 (redundant fastening) Solid clay brick Mz 2,0 DIN V / EN 7711 Solid sandlime brick KS 2,0 DIN V 106 / EN 7712 Autoclaved aerated concrete AAC =50 =50 =70 =90 NRk [kn] 2,0 3,0 6,0 VRk [kn] 6,9 / 6,6 b) 10,6 10,6 NRk [kn] 3,0 4,5 8,5 VRk [kn] 6,9 / 6,6 b) 10,6 10,6 f b 20 N/mm² FRk [kn] 1,5 3,0 4,5 d) f b 10 N/mm² FRk [kn] 1,2 2,0 3,0 d) f b 20 N/mm² FRk [kn] 2,5 3,0 4,5 d) f b 10 N/mm² FRk [kn] 2,0 2,0 3,0 d) AAC 2 FRk [kn] 0,9 0,9 AAC 4 FRk [kn] 2,0 2,5 AAC 6 FRk [kn] 3,0 3,0 FRk [kn] 3,5 d) 4,5 d) Design resistance ze HRD 8 HRD 10 Concrete C 12/15 (redundant fastening) Concrete C 16/20 C 50/60 (redundant fastening) Solid clay brick Mz 2,0 DIN V / EN 7711 Solid sandlime brick KS 2,0 DIN V 106 / EN 7712 Autoclaved aerated concrete AAC =50 =50 =70 =90 NRd [kn] 1,1 1,7 3,3 VRd [kn] 5,5 / 5,2 b) 8,5 8,5 NRd [kn] 1,7 2,5 4,7 VRd [kn] 5,5 / 5,2 b) 8,5 8,5 f 20 N/mm² FRd [kn] 0,6 1,2 1,8 d) f b 10 N/mm² FRd [kn] 0,48 0,8 1,2 d) f 20 N/mm² FRd [kn] 1,0 1,2 1,8 d) f b 10 N/mm² FRd [kn] 0,8 0,8 1,2 d) AAC 2 FRd [kn] 0,45 0,45 AAC 4 FRd [kn] 0,21 1,0 1,25 AAC 6 FRd [kn] 1,5 1,5 0,21 FRd [kn] 1,75 d) 2,25 d) Page 6 Dec 2012

7 HRD Frame anchor Recommended loads a) ze HRD 8 HRD 10 Concrete C 12/15 (redundant fastening) Concrete C 16/20 C 50/60 (redundant fastening) Solid clay brick Mz 2,0 DIN V / EN 7711 Solid sandlime brick KS 2,0 DIN V 106 / EN 7712 Autoclaved aerated concrete AAC =50 =50 =70 =90 Nrec [kn] 0,67 1,0 2,0 Vrec [kn] 2,3 / 2,2 b) 3,53 3,53 Nrec [kn] 1,0 1,5 2,83 Vrec [kn] 2,3 / 2,2 b) 3,53 3,53 f 20 N/mm² Frec [kn] 0,5 1,0 1,5 d) f b 10 N/mm² Frec [kn] 0,4 0,67 1,0 d) f 20 N/mm² Frec [kn] 0,83 1,0 1,5 d) f b 10 N/mm² Frec [kn] 0,67 0,67 1,0 d) AAC 2 Frec [kn] 0,3 0,3 AAC 4 Frec [kn] 0,67 0,83 AAC 6 Frec [kn] 1,0 1,0 Frec [kn] 1,17 d) 1,5 d) a) With overall global safety factor ɣ = 3. The recommended loads vary according to the safety factor requirement from national regulations. b) Values for HRD 8 stainless steel c) Data can be determined by jobsite testing, data for h mon = 50mm can be applied. d) Valid for edge distance c > 150mm, intermediate values can be interpolated. Page 7 Dec 2012

8 HRD Frame anchor Requirements for redundant fastening The definition of redundant fastening according to Member States is given in the ETAG 020. In Absence of a definition by a Member State the following default values may be taken Minimum number of fixing points Minimum number of anchors per fixing point Maximum design load of action N Sd per fixing point a) kn 4 1 4,5 kn a) The value for maximum design load of actions per fastening point N Sd is valid in general that means all fastening points are considered in the design of the redundant structural system. Service temperature range Hilti HRD frame anchors may be applied in the temperature range given below. Temperature range Base material temperature Maximum long term base material temperature Maximum short term base material temperature Temperature range 40 C to +80 C +50 C +80 C Max short term base material temperature Shortterm elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. Max long term base material temperature Longterm elevated base material temperatures are roughly constant over significant periods of time. Materials Mechanical properties Anchor size HRD 8 HRD 10 Nominal tensile strength f uk Carbon steel [N/mm²] Stainless steel [N/mm²] Yield strength f yk Carbon steel [N/mm²] Stainless steel [N/mm²] Stressed crosssection A s [mm²] 22,9 35,3 Moment of resistance W [mm³] 15,5 29,5 Char. bending resistance M 0 Rk,s Carbon steel [Nm] 11,1 21,3 Stainless steel [Nm] 10,8 21,3 Material quality Part Sleeve Screw Material Polyamide, colour red Carbon steel, galvanised to min. 5 µm Stainless steel, corrosion class II: / Stainless steel, corrosion class III: / / / Page 8 Dec 2012

9 HRD Frame anchor Anchor dimensions Anchor size HRD 8 HRD 10 Minimum thickness of fixture t fix,min [mm] 0 0 Maximum thickness of fixture t fix,max [mm] Diameter of the sleeve d nom [mm] 8 10 Minimum length of the sleeve l 1,min [mm] Maximum length of the sleeve l 1,max [mm] Diameter of plastic washer d pw [mm] 17,5 Thickness of plastic washer t pw [mm] 2 Diameter of the screw d S [mm] 6 7 Minimum length of the screw l 2,min [mm] Maximum length of the screw l 2,max [mm] Head diameter of countersunk screw d sc [mm] Head diameter of hexhead screw d sw [mm] 17,5 Anchor sleeve d nom l a d pw Special screw t pw d s d sc l 2 d sw d sw 10 6 / 2010 Page 9 Dec 2012

instruction For detailed information on installation see

10 HRD Frame anchor Setting Installation equipment Anchor size Rotary hammer Other tools TE2 TE16 hammer, screw driver Setting instruction For detailed information on installation see instruction for use given with the package of the product. Page 10 Dec 2012

11 HRD Frame anchor Setting details: depth of drill hole h 1 and nominal anchorage depth h nom h nom, t tol h 1,1 h mi t fix h nom, t tol h 1,2 h mi t fix Setting details HRD HRD 8 HRD 10 Drill hole diameter d o [mm] 8 10 Cutting diameter of drill bit d cut [mm] 8,45 10,45 Depth of drilled hole to deepest point Overall plastic anchor embedment depth in base material Diameter of clearance hole in the fixture h 1,1 [mm] h 1,2 [mm] 80 h 1,3 [mm] 100 a) h nom,1 [mm] h nom,2 [mm] 70 h nom,3 [mm] 90 a) Countersunk screw d f [mm] 8,5 11 Hexhead screw d f [mm] 12 Installation temperature [ C] a) for use in AAC Application with h nom,3 = 90mm analogue 12 6 / 2010 Page 11 Dec 2012

12 HRD Frame anchor Setting parameters Anchor size HRD 8 HRD 10 h nom =50mm h nom =50mm h nom =70mm Concrete h min [mm] Minimum base material thickness Masonry (depending on h min [mm] brick type) Concrete C16/20 s min [mm] for c [mm] c) s min [mm] Minimum spacing of Concrete C12/15 single anchors for c [mm] c) Masonry and AAC s min [mm] Masonry and AAC s min1 [mm] 200 (120 d) ) 200 s min2 [mm] 400 (240 d) ) 400 c min [mm] Concrete C16/20 for s [mm] c) Minimum edge c min [mm] distance Concrete C12/15 for s [mm] c) Masonry and AAC c min [mm] 100 (60 d) ) 100 Critical spacing in Concrete C16/20 s cr,n [mm] concrete a) Concrete C12/15 s cr,n [mm] Critical edge distance Concrete C16/20 c cr,n [mm] in concrete b) Concrete C12/15 c cr,n [mm] c s 2 s s s 1 s h a) b) c) d) For spacing larger than the critical spacing each anchor in a group can be considered in design. For edge distance smaller than critical edge distance the design loads have to be reduced. Linear interpolation allowed only for brick Doppio Uni and Mattone Page 12 Dec 2012

13 HRD Frame anchor Design method Design method according ETAG 020, Annex C. Design resistance according data given in ETA 07/0219, issue Valid for a group of two anchors Influence of edge distance The design method is based on the following simplifications: Minimum base material thickness h min All data for concrete C16/20 C50/60 No different loads are acting on individual anchors (no eccentricity) Shear without lever arm The values are valid for a single anchor or a anchor group with spacing < s cr,n (for anchor groups with spacing s cr,n each anchor can be considered as acting like a single anchor). Tension loading in concrete The design tensile resistance is the lower value of Steel resistance: N Rd,s Concrete pullout resistance: N Rd,p Concrete cone resistance: N Rd,c = N Rd,p (c/c cr,n ) Basic design tensile resistance Design steel resistance N Rd,s Anchor size HRD 8 HRD 10 h nom =50mm h nom =50mm h nom 70mm Carbon steel [kn] 7,3 11,7 11,7 N Rd,s Stainless steel [kn] 6,8 11,7 11,7 Design pullout resistance N Rd,p Design concrete cone N Rd,c = N Rd,p (c/c cr,n ) Anchor size HRD 8 HRD 10 N Rd,p h nom =50mm h nom =50mm h nom 70mm Carbon steel [kn] 1,7 2,5 4,7 Stainless steel [kn] 1,7 2,5 4, / 2010 Page 13 Dec 2012

14 HRD Frame anchor Shear loading in concrete The design shear resistance is the lower value of Steel resistance: V Rd,s Concrete edge resistance: V Rd,c = f 1 c 1,5 / 1000 Basic design shear resistance Design steel resistance V Rd,s Anchor size HRD 8 HRD 10 h nom =50mm h nom =50mm h nom 70mm Carbon steel [kn] 5,5 8,5 8,5 V Rd,s Stainless steel [kn] 5,2 8,5 8,5 Design concrete pryout resistance V Rd,c = f 1 c 1,5 / 1000 (c in [mm], result in [kn]) Influencing factors Influence of edge distance Anchor type HRD 8 HRD 10 h nom =50mm h nom =50mm h nom 70mm f 1 = (0,45 d nom 0,5 (h nom /d nom ) 0,2 f ck,cube 0,5 )/1,8 5,1 5,4 5,8 Tension, shear and combined tension and shear loading in masonry The design resistance in masonry and AAC F Rd (see basic loading data) shall be used in each load direction and for single anchors and anchor groups as well. Page 14 Dec 2012

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19 Job/Application Reference (HRDC Door frame anchor) Date Project Contractor Product Application Wo Che Estate, Sha Tin YAU LEE CONST CO LTD HRDC 10x100 Door frame fixing Wa Fu Estate, Aberdeen SIONWELL CONST ENG LTD HRDC 10x100 Door frame fixing Lohas Park YEE HONG KEE WOOD HRDC 10x80 / 10x100 Door frame fixing Wong Tai Sin Estate Lower II, Wong Tai Sin GLOBALINK CONSTRUCTION ENG HRDC 10x120 Door frame fixing Kai Tak Cruise ALISON M & E ENGINEERING LTD HRDC 10x80 Door frame fixing Tsui Ping South Estate, Kwun Tong GOLDFIELD N & W CONST CO LTD HRDC 10x100 Door frame fixing Page 19 Dec , 7/F, Tower A, Manulife Financial Centre, 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong

20 Job/Application Reference 20Feb10 Ref No Date Project Contractor Consulting Engineer Product Application One Central Macau TAI HOO CONTRACTING CO Frame anchor HRDUGT 10X140/ One Central Macau TAI HOO CONTRACTING CO One Central Macau SAN YIU CHEONG DECORATION decoration fixing One Central Macau FAI WANG ENGENHARIA LDA One Central Macau HAPYING (MACAO) ENG CO LTD PTM Projects Shui On VICFORM CO LTD PTM Projects Shui On VICFORM CO LTD Frame anchor HRDUGT 10X100/ PTM Projects Gammon VICFORM CO LTD Frame anchor HRDUGT 10X140/ Airport VICFORM CO LTD Frame anchor HRDUGT 10X100/ ISquare Development, Nathan Road VICFORM CO LTD Frame anchor HRDUGT 10X80/ One Central Macau URC PROJECTS MANAGEMENT (MACAU), Frame anchor HRDUGT 10X80/ One Central Macau TAI HOO CONTRACTING CO Frame anchor HRDUGT 10X80/ City of Dreams Resort ENGENHARIA HUNG YIP Frame anchor HRDUGT 10X80/ One Central Macau TAI HOO CONTRACTING CO Frame anchor HRDUGT 10X80/ MGM Grand Macau TAI HOO CONTRACTING CO Frame anchor HRDUGT 10X140/ MGM Grand Macau TAI HOO CONTRACTING CO Frame anchor HRDUGT 10X100/ One Central Macau HAPYING (MACAO) ENG CO LTD Frame anchor HRDUGT 10X140/ MGM Grand Macau TAI HOO CONTRACTING CO Frame anchor HRDUGT 10X140/70 17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 1 Hotline : Fax : Job/Application Reference 20Feb10 Ref No Date Project Contractor Consulting Engineer Product Application MGM Grand Macau TAI HOO CONTRACTING CO Frame anchor HRDUGT 10X80/ MGM Grand Macau TAI HOO CONTRACTING CO Frame anchor HRDUGT 10X100/ MGM Grand Macau TAI HOO CONTRACTING CO Frame anchor HRDUGT 10X80/ One Central Macau ACTION (MACAU) CO LTD Frame anchor HRDUGT 10X100/ One Central Macau ACTION (MACAU) CO LTD Frame anchor HRDUGT 10X140/ One Central Macau ACTION (MACAU) CO LTD Frame anchor HRDUGT 10X80/ One Central Macau HAPYING (MACAO) ENG CO LTD One Central Macau HAPYING (MACAO) ENG CO LTD One Central Macau COMPANHIA DE MATERIAIS DE Frame anchor HRDUGT 10X100/30 Frame anchor HRDUGT 10X80/ One Central Macau TAI HOO CONTRACTING CO Frame anchor HRDUGT 10X100/ One Central Macau TAI HOO CONTRACTING CO Frame anchor HRDUGT 10X100/ Airport VICFORM CO LTD Frame anchor HRDUGT 10X80/10 17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 2 Hotline : Fax : Page 20 Dec 2012

21 Job/Application Reference 20Jul09 Ref No Date Project Contractor Consulting Engineer Product Application City of Dreams Resort CIA. DECORACO IMP EXP SAN KIN SENG Lohas Park Phase 1 & Phase 2 YEE HONG KEE WOOD Frame anchor HRDUGT 10X100/30 Frame anchor HRDUGT 10X160/ PTM Projects Sun Hung Kai CPD_HK One Central Macau TAI HOO CONTRACTING CO Frame anchor HRDUGT 10X160/ PTM Projects Gammon VICFORM CO LTD Frame anchor HRDUGT 10X100/ City of Dreams Resort CIA. DECORACO IMP EXP SAN KIN SENG PTM Projects Gammon VICFORM CO LTD Frame anchor HRDUGT 10X80/ PTM Projects Gammon VICFORM CO LTD PTM Projects Hip Hing HOP HING CONST & ENG CO Frame anchor HRDUGT 10X100/30 hanger fixing City of Dreams Resort CIA. DECORACO IMP EXP SAN KIN SENG The Venetian Casino Resort (Parcel 1) DAVID DECORATION (MACAU) LIMITED City of Dreams Resort CIA. DECORACO IMP EXP SAN KIN SENG Frame anchor HRDUGT 10X100/30 Frame anchor HRDUGT 10X140/ One Central Macau TAI HOO CONTRACTING CO Lohas Park Phase 1 & Phase 2 YEE HONG KEE WOOD Four Seasons Hotel, Macau (Parcel 2) NGAI TO CONSTRUCTION LIMITED City of Dreams Resort CIA. DECORACO IMP EXP SAN KIN SENG Frame anchor HRDUGT 10X100/30 Frame anchor HRDUGT 10X100/30 Frame anchor HRDUGT 10X100/30 17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 1 Hotline : Fax : Job/Application Reference 20Jul09 Ref No Date Project Contractor Consulting Engineer Product Application Lohas Park Phase 1 & Phase 2 YEE HONG KEE WOOD Lohas Park Phase 1 & Phase 2 YEE HONG KEE WOOD Frame anchor HRDUGT 10X80/10 Frame anchor HRDUGT 10X80/ PTM Projects Gammon VICFORM CO LTD Frame anchor HRDUGT 10X80/ Lohas Park Phase 1 & Phase 2 YEE HONG KEE WOOD Frame anchor HRDUGT 10X100/ PTM Projects Sun Hung Kai CPD_HK Lohas Park Phase 1 & Phase 2 YEE HONG KEE WOOD Lohas Park Phase 1 & Phase 2 YEE HONG KEE WOOD Lohas Park Phase 1 & Phase 2 YEE HONG KEE WOOD One Central Macau COMPANHIA DE MATERIAIS DE Lohas Park Phase 1 & Phase 2 YEE HONG KEE WOOD One Central Macau MASTER POINT ENGINEERING LTD Frame anchor HRDUGT 10X160/90 Frame anchor HRDUGT 10X80/10 Frame anchor HRDUGT 10X180/110 Frame anchor HRDUGT 10X100/ PTM Projects Gammon VICFORM CO LTD Frame anchor HRDUGT 10X80/ PTM Projects Gammon VICFORM CO LTD Frame anchor HRDUGT 10X100/ Hotel Grand Lisboa Development YEE TAT ENGINEERING LTD Frame anchor HRDUGT 10X140/ Lohas Park Phase 1 & Phase 2 YEE HONG KEE WOOD Frame anchor HRDUGT 10X100/ Hotel Grand Lisboa Development TOPLUS GROUP Frame anchor HRDUGT 10X100/30 machine fixing 17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 2 Hotline : Fax : Page 21 Dec 2012

22 Job/Application Reference 20Jul09 Ref No Date Project Contractor Consulting Engineer Product Application Lohas Park Phase 1 & Phase 2 YEE HONG KEE WOOD Frame anchor HRDUGT 10X80/ Hotel Grand Lisboa Development YEE TAT ENGINEERING LTD Frame anchor HRDUGT 10X100/ One Central Macau COMPANHIA DE MATERIAIS DE Lohas Park Phase 1 & Phase 2 YEE HONG KEE WOOD Lohas Park Phase 1 & Phase 2 YEE HONG KEE WOOD Lohas Park Phase 1 & Phase 2 YEE HONG KEE WOOD Four Seasons Hotel, Macau (Parcel 2) SUN MING SANG ENGINEERING LIMITED Frame anchor HRDUGT 10X100/30 Frame anchor HRDUGT 10X80/10 Frame anchor HRDUGT 10X80/ Airport THE JARDINE ENG CORP LTD Airport THE JARDINE ENG CORP LTD Frame anchor HRDUGT 10X100/ One Central Macau COMPANHIA DE MATERIAIS DE One Central Macau CHUN KEI CONSTRUCTION (MACAO) CO One Central Macau CHUN KEI CONSTRUCTION (MACAO) CO One Central Macau CHUN KEI CONSTRUCTION (MACAO) CO One Central Macau COMPANHIA DE MATERIAIS DE One Central Macau CHUN KEI CONSTRUCTION (MACAO) CO Frame anchor HRDUGT 10X160/90 Frame anchor HRDUGT 10X140/70 17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 3 Hotline : Fax : Job/Application Reference 20Jul09 Ref No Date Project Contractor Consulting Engineer Product Application One Central Macau CHUN KEI CONSTRUCTION (MACAO) CO One Central Macau CHUN KEI CONSTRUCTION (MACAO) CO Airport DRAGAGES HONG KONG LIMITED Frame anchor HRDUGT 10X180/110 Frame anchor HRDUGT 10X230/160 Frame anchor HRDUGT 10X80/ Airport THE JARDINE ENG CORP LTD Frame anchor HRDUGT 10X100/ Lohas Park Phase 1 & Phase 2 YEE HONG KEE WOOD One Central Macau CHUN KEI CONSTRUCTION (MACAO) CO Four Seasons Hotel, Macau (Parcel 2) VAFORD CONTRACTING CO LTD One Central Macau CHUN KEI CONSTRUCTION (MACAO) CO Frame anchor HRDUGT 10X100/30 Frame anchor HRDUGT 10X160/90 Frame anchor HRDUGT 10X80/10 Frame anchor HRDUGT 10X140/70 fixing on gypsum panel Airport THE JARDINE ENG CORP LTD Airport THE JARDINE ENG CORP LTD Frame anchor HRDUGT 10X80/10 building services fixing Airport DRAGAGES HONG KONG LIMITED Frame anchor HRDUGT 10X80/ MGM Grand Macau KA HENG KONG CHENG Frame anchor HRDUGT 10X100/30 fixing on gypsum panel MGM Grand Macau KA HENG KONG CHENG fixing on gypsum panel MGM Grand Macau KA HENG KONG CHENG Frame anchor HRDUGT 10X80/10 fixing on gypsum panel PTM Projects Sun Hung Kai CPD_HK Frame anchor HRDUGT 10X140/ One Central Macau MASTER POINT ENGINEERING LTD 17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 4 Hotline : Fax : Page 22 Dec 2012

23 Job/Application Reference 20Jul09 Ref No Date Project Contractor Consulting Engineer Product Application PTM Projects Sun Hung Kai CPD_HK PTM Projects Sun Hung Kai CPD_HK Frame anchor HRDUGT 10X80/ PTM Projects Sun Hung Kai CPD_HK Frame anchor HRDUGT 10X100/ One Central Macau COMPANHIA DE MATERIAIS DE Airport WING DIK ENGINEERING CO. LTD. Frame anchor HRDUGT 10X80/ MGM Grand Macau KA HENG KONG CHENG Frame anchor HRDUGT 10X100/ MGM Grand Macau KA HENG KONG CHENG Frame anchor HRDUGT 10X140/ MGM Grand Macau KA HENG KONG CHENG One Central Macau COMPANHIA DE MATERIAIS DE Airport Skypier WING DIK ENGINEERING CO. LTD. OAP / Mott Connell Frame anchor HRDUGT 10X80/ MGM Grand Macau KA HENG KONG CHENG Frame anchor HRDUGT 10X80/ City of Dreams Resort KA HENG KONG CHENG Four Seasons Hotel, Macau (Parcel 2) YEARFULL CONTRACTING ( MACAU ) LTD decoration fixing City of Dreams Resort KA HENG KONG CHENG Frame anchor HRDUGT 10X80/ Union Square Phase 7 SANFIELD BLDG CONTRACTOR New Yaohan Macau COMPANHIA DE ENGENHARIA ALISON OAP / JRP Frame anchor HRDUGT 10X80/10 Maunsell / PBA Frame anchor HRDUGT 10X100/30 electrical services fixing 17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 5 Hotline : Fax : Page 23 Dec 2012

24 Job/Application Reference 08Dec08 Ref No Date Project Contractor Consulting Engineer Product Application Union Square Phase 7 HO YIK ENG CO OAP / JRP Union Square Phase 7 HO YIK ENG CO OAP / JRP Frame anchor HRDUGT 10X180/ Dream City Phase 2 YEE HONG KEE WOOD Maunsell / Meinhardt Dream City Phase 2 YEE HONG KEE WOOD Maunsell / Meinhardt Frame anchor HRDUGT 10X80/ Dream City Phase 2 YEE HONG KEE WOOD Maunsell / Meinhardt Frame anchor HRDUGT 10X100/ MGM Grand Macau GOLDENWALL ENGINEERING LTD Siu Yin Wai / JRP / Hyder glass rail fixing MGM Grand Macau GOLDENWALL ENGINEERING LTD Siu Yin Wai / JRP / Hyder Hotel Grand Lisboa, Macau SUNLINE (MACAU) CO LTD Maunsell / PBA Frame anchor HRDUGT 10X100/30 decoration fixing Union Square Phase 7 HO YIK ENG CO OAP / JRP Frame anchor HRDUGT 10X180/ Dream City Phase 1 YEE HONG KEE WOOD W & O / Mott Connell / PBA Frame anchor HRDUGT 10X80/ Dream City Phase 1 YEE HONG KEE WOOD W & O / Mott Connell / PBA Frame anchor HRDUGT 10X100/ Union Square Phase 7 HO YIK ENG CO OAP / JRP Union Square Phase 7 HO YIK ENG CO OAP / JRP Frame anchor HRDUGT 10X140/ Union Square Phase 6 HO YIK ENG CO OAP / JRP Frame anchor HRDUGT 10X140/ Union Square Phase 6 HO YIK ENG CO OAP / JRP Frame anchor HRDUGT 10X100/ Union Square Phase 6 HO YIK ENG CO OAP / JRP Union Square Phase 7 HO YIK ENG CO OAP / JRP Frame anchor HRDUGT 10X140/70 17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 1 Hotline : Fax : Page 24 Dec 2012

25 Job/Application Reference 08Dec08 Ref No Date Project Contractor Consulting Engineer Product Application Union Square Phase 7 HO YIK ENG CO OAP / JRP Frame anchor HRDUGT 10X180/ Union Square Phase 7 HO YIK ENG CO OAP / JRP Hotel Grand Lisboa, Macau SUNDART ENGINEERING SERVICES Maunsell / PBA Frame anchor HRDUGT 10X140/ Union Square Phase 7 HO YIK ENG CO OAP / JRP HSBC Data Center TAIGO LTD Meinhardt Frame anchor HRDUGT 10X80/ Union Square Phase 7 HO YIK ENG CO OAP / JRP Frame anchor HRDUGT 10X160/ SkyPlaza LUEN HING ENGINEERING CO OAP / Mott Connell Frame anchor HRDUGT 10X100/ Union Square Phase 7 HO YIK ENG CO OAP / JRP Frame anchor HRDUGT 10X100/ Union Square Phase 7 HO YIK ENG CO OAP / JRP Frame anchor HRDUGT 10X140/ Dream City Phase 1 YEE HONG KEE WOOD W & O / Mott Connell / PBA Frame anchor HRDUGT 10X180/ Dream City Phase 1 YEE HONG KEE WOOD W & O / Mott Connell / PBA Frame anchor HRDUGT 10X80/ Dream City Phase 1 YEE HONG KEE WOOD W & O / Mott Connell / PBA Frame anchor HRDUGT 10X100/ Dream City Phase 1 YEE HONG KEE WOOD W & O / Mott Connell / PBA Frame anchor HRDUGT 10X140/ Dream City Phase 1 YEE HONG KEE WOOD W & O / Mott Connell / PBA Frame anchor HRDUGT 10X80/ Dream City Phase 2 YEE HONG KEE WOOD Maunsell / Meinhardt Frame anchor HRDUGT 10X160/ Dream City Phase 1 YEE HONG KEE WOOD W & O / Mott Connell / PBA Frame anchor HRDUGT 10X100/30 17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 2 Hotline : Fax : Page 25 Dec 2012

26 Job/Application Reference 08Dec08 Ref No Date Project Contractor Consulting Engineer Product Application Dream City Phase 1 YEE HONG KEE WOOD W & O / Mott Connell / PBA Frame anchor HRDUGT 10X100/ Tseung Kwun O Movie City YEE HONG KEE WOOD Tseung Kwun O Movie City YEE HONG KEE WOOD Frame anchor HRDUGT 10X100/ Tseung Kwun O Movie City YEE HONG KEE WOOD Frame anchor HRDUGT 10X80/ Hotel Grand Lisboa, Macau SUNDART ENGINEERING SERVICES Maunsell / PBA Frame anchor HRDUGT 10X160/ Dream City Phase 2 YEE HONG KEE WOOD Maunsell / Meinhardt Frame anchor HRDUGT 10X80/ Hotel Grand Lisboa, Macau SUNDART ENGINEERING SERVICES Maunsell / PBA Frame anchor HRDUGT 10X160/ Asia Airfreight Terminal 2 STRESS (FAR EAST) LTD Maunsell decoration fixing Union Square Phase 5 OCEAN AIRCONDITION ENG CO OAP / PBA Frame anchor HRDUGT 10X80/10 building services fixing 17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 3 Hotline : Fax : Page 26 Dec 2012

HRD-U 10 / - S 10 / -U 14 Frame anchor

HRD-U 10 / - S 10 / -U 14 Frame anchor HRDU 10 / S 10 / U 14 Frame anchor HRDU 10 / S 10 / U 14 Frame anchor Anchor version HRDU 10 Carbon steel Stainless steel HRDS 10 Carbon steel Stainless steel Benefits universal frame anchor for façade,