Hilti HRD-C Submission Folder · PDF fileHilti HRD-C Submission Folder . ... Product...

Submission folder

Hilti HRD-C Submission Folder

Sample Submission and Approval Form 2 - 3

Product Information 4

Technical Data 5 - 14

Government Letter 15 - 16

Letter of Phase-in / Phase-out 17

Country of Origin 18

Job Reference 19 - 26

CCuussttoommeerr HHoottlliinnee

Hong Kong 8228 8118 Macau (Toll free) 00800- 8228 8118

Jun 2012 Page 1 Dec 2012

liwin

Text Box

Make your submission simple! To download the most updated submission folders and technical manuals, visit http://www.hilti.com.hk/download and benefit from the out-of-charge 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!

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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 HRD-C 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 Submitted Sample (State details against each item)

a. Brand Not specified Hilti b. Country of Origin Not specified Germany c. Manufacturer’s Name & Address Not specified Hilti Corporation, FL-9494 Principality of Liechtenstein d. Factory’s Name & Address(es) Not specified Hilti Kunststofftechnik GmbH, martin-Hilti-Weg 1, De-

89278 Nersingen, Germany e. Supplier (with Applicator, if any) Not specified Hilti (Hong Kong) Ltd

Dec 2012

of 2

f. Appearance Not specified According to the sample submitted g. Color + Not specified NIL h. Specification Not specified Attached i. Manufacturer’s Catalogue Not specified Attached j. Test Report (Original/Certificated True Copy) Not specified Attached k. Previous Job Reference Not specified Attached l. Supplementary Information Not specified 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)

Dec 2012

Anchoring Systems

217 Customer Hotline: Hong Kong 8228 8118 Macau 00800 8228 8118 (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) | Hilti online: www.hilti.com.hk Special Request

Door frame anchorHRD-C

HRD-C programmeHRD-C: 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)

10 60 80 50 70 80 30 10 50 HRD-C 10x80 00423860 10 60 80 50 70 100 50 30 50 HRD-C 10x100 00423861 10 60 80 50 70 120 70 50 50 HRD-C 10x120 00423862 10 60 80 50 70 140 90 70 50 HRD-C 10x140 00423863 10 60 80 50 70 160 110 90 50 HRD-C 10x160 00423864 10 60 80 50 70 180 130 110 50 HRD-C 10x180 00423865 10 60 80 50 70 200 150 130 50 HRD-C 10x200 00423866 10 60 80 50 70 230 180 160 50 HRD-C 10x230 00423867 10 60 80 50 70 270 220 200 50 HRD-C 10x270 00423868 10 60 80 50 70 310 260 240 50 HRD-C 10x310 00423869

HRD-CR: T40 head screw, A4 stainess steel 10 60 80 50 70 60 10 - 50 HRD-CR 10x60 00423885 10 60 80 50 70 100 50 30 50 HRD-CR 10x100 00423886 10 60 80 50 70 140 90 70 50 HRD-CR 10x140 00423887

AdvantagesSuitable 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)

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, sand-lime brick, hollow brick and gas concrete

Material High-quality polyamide Screw made of galvanized steel of grade 6.8 or A4-70 stainless steel

Technical data Recommended load (kN), safety factor(�)=3

Model Size 10x80 10x100 10x120 10x140

HRD-C (hef=70 mm) Tensile Load, Nrec 2.0 2.0 2.0 2.0at concrete 15 N/mm2

Shear Load, Vrec 3.5 3.5 3.5 3.5

HRD-C light AAC block2)Tensile Load, Nrec 1.0 1.0 1.0 1.0

Shear Load, Vrec 1.2 1.2 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 only3) For detail design method, please refer to Fastening Technology Manual

Install anchor. Drive screw into anchor.Drill hole and drill bit.

Installation procedures

Blow out dust and fragments.

Install the anchor.Drill hole with drill bit. Drive screw into anchor.

hnom, ttolh1,1

hmi

hnom, ttol

tfixh1,2

hmitfix

Dec 2012

HRD | Frame anchor

HRD Frame anchor

Anchor version Benefits

HRD-C 8x HRD CR 8x

HRD-C 10x… HRD-CR 10x… HRD-CR2 10x…

HRD-H 10x… HRD-HR 10x… HRD-HR2 10x… HRD-HF 10x…

HRD-K 10x… HRD-KR 10x… HRD-KR2 10x…

HRD-P 10x… HRD-PR 10x… HRD-PR2 10x…

Innovative screw design for better hold

Suitable on practically all base materials

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

Pre-assembled 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 ETA-07/0219 / 2010-08-12

Fire test report b) MFPA, Leipzig PB III/B-07-306 / 2007-09-05

Window frame report b) Ift, Rosenheim Ift report 105 33035 / 20007-07-09

a) All data given in this section according ETA-07/0219, issue 2007-09-17. The anchor is to be used only for redundant fastening for non-structural applications.

b) 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

Dec 2012

HRD | Frame anchor

ze HRD 8 HRD 10

=50

=50

=70

=90

Concrete C 12/15 (redundant fastening)

NRk [kN] 2,0 3,0 6,0 - VRk [kN] 6,9 / 6,6 b) 10,6 10,6 -

Concrete C 16/20 –C 50/60 (redundant fastening)

NRk [kN] 3,0 4,5 8,5 - VRk [kN] 6,9 / 6,6 b) 10,6 10,6 -

Solid clay brick Mz 2,0 DIN V 105-100 / EN 771-1

f ≥ 20 N/mm² FRk [kN]

1,5 3,0 )

- 4,5 d)

fb ≥ 10 N/mm² FRk [kN]

1,2 2,0

- 3,0 d)

Solid sand-lime brick KS 2,0 DIN V 106 / EN 771-2

f ≥ 20 N/mm² FRk [kN]

2,5 3,0 )

- 4,5 d

fb ≥ 10 N/mm² FRk [kN]

2,0 2,0

- 3,0 d)

Autoclaved aerated concrete AAC

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)

Characteristic resistance (considering adverse conditions during installation and in service)

b

b

Design resistance

ze HRD 8 HRD 10

=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)

fb ≥ 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)

fb ≥ 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] 0,21

- 1,5 1,5 FRd [kN] - 1,75 d) 2,25 d)

Dec 2012

HRD | Frame anchor

Recommended loads a)

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 job-site testing, data for hmon = 50mm can be applied. d) Valid for edge distance c > 150mm, intermediate values can be interpolated.

ze HRD 8 HRD 10

=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)

fb ≥ 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)

fb ≥ 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)

Dec 2012

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 NSd per fixing point

a)

3 1 3 kN

4 1 4,5 kN

a) The value for maximum design load of actions per fastening point NSd 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 Short-term 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 Long-term elevated base material temperatures are roughly constant over significant periods of time.

Materials

Mechanical properties

Anchor size HRD 8 HRD 10

Carbon steel [N/mm²] 600 600 Nominal tensile strength fuk

Stainless steel [N/mm²] 580 600

Carbon steel [N/mm²] 480 480 Yield strength fyk

Stainless steel [N/mm²] 450 480

Stressed cross-section As [mm²] 22,9 35,3

Moment of resistance W [mm³] 15,5 29,5

Carbon steel [Nm] 11,1 21,3 Char. bending resistance M

0Rk,s

Stainless steel [Nm] 10,8 21,3

Material quality

Part Material

Sleeve Polyamide, colour red

Carbon steel, galvanised to min. 5 µm

Stainless steel, corrosion class II: 1.4301 / 1.4567 Screw

Stainless steel, corrosion class III: 1.4362 / 1.4401 / 1.4404 / 1.4571

Dec 2012

HRD | Frame anchor

6 / 2010

10

Anchor dimensions


Minimum thickness of fixture tfix,min [mm] 0 0

Maximum thickness of fixture tfix,max [mm] 90 260

Diameter of the sleeve dnom [mm] 8 10

Minimum length of the sleeve l1,min [mm] 60 60

Maximum length of the sleeve l1,max [mm] 140 310

Diameter of plastic washer dpw [mm] - 17,5

Thickness of plastic washer tpw [mm] - 2

Diameter of the screw dS [mm] 6 7

Minimum length of the screw l2,min [mm] 65 65

Maximum length of the screw l2,max [mm] 145 315

Head diameter of countersunk screw dsc [mm] 11 14

Head diameter of hexhead screw dsw [mm] - 17,5

Anchor sleeve

dnom

dpw

la

ds

l2

Special screw

dsc

tpw

dsw

dsw

Dec 2012

HRD | Frame anchor

Setting

Installation equipment

Anchor size

Rotary hammer TE2 … TE16

Other tools hammer, screw driver

Setting instruction

For detailed information on installation see instruction for use given with the package of the product.

Dec 2012

HRD | Frame anchor

6 / 2010

12

Setting details: depth of drill hole h1 and nominal anchorage depth hnom

Setting details HRD

HRD 8 HRD 10

Drill hole diameter do [mm] 8 10

Cutting diameter of drill bit dcut ≤ [mm] 8,45 10,45

h1,1 ≥ [mm] 60 60

h1,2 ≥ [mm] - 80

Depth of drilled hole to deepest point

h1,3 ≥ [mm] - 100 a)

hnom,1 ≥ [mm] 50 50

hnom,2 ≥ [mm] - 70

Overall plastic anchor embedment depth in base material

hnom,3 ≥ [mm] - 90 a)

Countersunk screw df ≤ [mm] 8,5 11 Diameter of clearance hole in the fixture

Hexhead screw df ≤ [mm] - 12

Installation temperature [°C] -10 - +40

a) for use in AAC

hnom,

hmi

ttol

tfix

h1,1

hnom,

hmi

ttol

tfix

h1,2

Application with hnom,3 = 90mm analogue

Dec 2012

HRD | Frame anchor

Setting parameters


hnom =50mm hnom =50mm

hnom =70mm

Concrete hmin [mm] 100 100 120 Minimum base material thickness Masonry (depending on

brick type) hmin [mm] 115 - 300

smin [mm] 100 50 Concrete ≥ C16/20

for c ≥ [mm] 50 100 c)

smin [mm] 140 70 Concrete C12/15

for c ≥ [mm] 70 140 c)

Masonry and AAC smin [mm] 250 250

smin1 [mm] 200 (120 d)) 200

Minimum spacing of single anchors

Masonry and AAC smin2 [mm] 400 (240

d)) 400

cmin [mm] 50 50 Concrete ≥ C16/20

for s ≥ [mm] 100 150 c)

cmin [mm] 70 70 Concrete C12/15

for s ≥ [mm] 140 210 c)

Minimum edge distance

Masonry and AAC cmin [mm] 100 (60 d)) 100

Concrete ≥ C16/20 scr,N [mm] 62 80 125 Critical spacing in concrete

a) Concrete C12/15 scr,N [mm] 68 90 135

Concrete ≥ C16/20 ccr,N [mm] 100 100 Critical edge distance in concrete

b) Concrete C12/15 ccr,N [mm] 140 140

a) For spacing larger than the critical spacing each anchor in a group can be considered in design.

b) For edge distance smaller than critical edge distance the design loads have to be reduced.

c) Linear interpolation allowed

d) only for brick “Doppio Uni” and “Mattone”

s2

s

c

s1 h s

s

Dec 2012

HRD | Frame anchor

6 / 2010

14

Design method

Design method according ETAG 020, Annex C. Design resistance according data given in ETA-07/0219, issue 2010-08-12.

� Valid for a group of two anchors � Influence of edge distance

The design method is based on the following simplifications: � Minimum base material thickness hmin � 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 < scr,N (for anchor groups with spacing ≥ scr,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: NRd,s

- Concrete pull-out resistance: NRd,p

- Concrete cone resistance: NRd,c = NRd,p ⋅⋅⋅⋅ (c/ccr,N)

Basic design tensile resistance

Design steel resistance NRd,s



hnom

≥≥≥≥70mm

Carbon steel [kN] 7,3 11,7 11,7 NRd,s

Stainless steel [kN] 6,8 11,7 11,7

Design pull-out resistance NRd,p

Design concrete cone NRd,c = NRd,p ⋅⋅⋅⋅ (c/ccr,N)



hnom

≥≥≥≥70mm

Carbon steel [kN] 1,7 2,5 4,7 NRd,p


Dec 2012

HRD | Frame anchor

Shear loading in concrete

The design shear resistance is the lower value of

- Steel resistance: VRd,s

- Concrete edge resistance: VRd,c = f1 ⋅⋅⋅⋅ c1,5 / 1000

Basic design shear resistance

Design steel resistance VRd,s



hnom

≥≥≥≥70mm

Carbon steel [kN] 5,5 8,5 8,5 VRd,s


Design concrete pryout resistance VRd,c = f1 ⋅⋅⋅⋅ c1,5 / 1000 (c in [mm], result in [kN])

Influencing factors

Influence of edge distance

Anchor type HRD 8 HRD 10

hnom =50mm hnom

=50mm hnom

≥≥≥≥70mm

f1 = (0,45 ⋅ dnom0,5 ⋅(hnom/dnom)

0,2 ⋅ fck,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 FRd (see basic loading data) shall be used in each load direction and for single anchors and anchor groups as well.

Dec 2012

Dec 2012

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Dec 2012

Ref No Date Project Contractor Consulting Engineer Product Application

Job/Application Reference20-Feb-10

39111 09-09 One Central Macau TAI HOO CONTRACTING CO Frame anchor HRD-UGT 10X140/70 door frame fixing


38886 09-09 One Central Macau SAN YIU CHEONG DECORATION

Frame anchor HRD-UGT 10X120/50 decoration fixing

39112 09-09 One Central Macau FAI WANG ENGENHARIA LDA Frame anchor HRD-UGT 10X120/50 door frame fixing

38551 07-09 One Central Macau HAPYING (MACAO) ENG CO LTD

Frame anchor HRD-UGT 10X120/50 door frame fixing

38368 07-09 PTM Projects - Shui On VIC-FORM CO LTD Frame anchor HRD-UGT 10X120/50 door frame fixing

38367 07-09 PTM Projects - Shui On VIC-FORM CO LTD Frame anchor HRD-UGT 10X100/30 door frame fixing

38140 06-09 PTM Projects - Gammon VIC-FORM CO LTD Frame anchor HRD-UGT 10X140/70 door frame fixing

37880 05-09 Airport VIC-FORM CO LTD Frame anchor HRD-UGT 10X100/30 door frame fixing

37895 05-09 I-Square Development, Nathan Road VIC-FORM CO LTD Frame anchor HRD-UGT 10X80/10 door frame fixing

37581 04-09 One Central Macau URC - PROJECTS MANAGEMENT (MACAU),



37241 03-09 City of Dreams Resort ENGENHARIA HUNG YIP Frame anchor HRD-UGT 10X80/10 door frame fixing


37006 02-09 MGM Grand Macau TAI HOO CONTRACTING CO Frame anchor HRD-UGT 10X140/70 door frame fixing





17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 1Hotline : 8228 8118 Fax : 29541751


Job/Application Reference20-Feb-10




37011 02-09 One Central Macau ACTION (MACAU) CO LTD Frame anchor HRD-UGT 10X100/30 door frame fixing







37017 02-09 One Central Macau COMPANHIA DE MATERIAIS DE




36633 01-09 Airport VIC-FORM CO LTD Frame anchor HRD-UGT 10X80/10 door frame fixing


Dec 2012


Job/Application Reference20-Jul-09

33834 12-08 City of Dreams Resort CIA. DECORACO IMP EXP SAN KIN SENG


33166 12-08 Lohas Park Phase 1 & Phase 2 YEE HONG KEE WOOD WORKS CO LTD


33588 12-08 PTM Projects - Sun Hung Kai CPD_HK Frame anchor HRD-UGT 10X120/50 door frame fixing







33488 12-08 PTM Projects - Hip Hing HOP HING CONST & ENG CO Frame anchor HRD-UGT 10X100/30 hanger fixing



32832 11-08 The Venetian Casino Resort (Parcel 1) DAVID DECORATION (MACAU) LIMITED







31658 10-08 Four Seasons Hotel, Macau (Parcel 2) NGAI TO CONSTRUCTION LIMITED

























29565 08-08 One Central Macau MASTER POINT ENGINEERING LTD




28544 07-08 Hotel Grand Lisboa Development YEE TAT ENGINEERING LTD Frame anchor HRD-UGT 10X140/70 door frame fixing



28366 07-08 Hotel Grand Lisboa Development TOPLUS GROUP Frame anchor HRD-UGT 10X100/30 machine fixing


Dec 2012





28543 07-08 Hotel Grand Lisboa Development YEE TAT ENGINEERING LTD Frame anchor HRD-UGT 10X100/30 door frame fixing









27455 06-08 Four Seasons Hotel, Macau (Parcel 2) SUN MING SANG ENGINEERING LIMITED


26817 06-08 Airport THE JARDINE ENG CORP LTD Frame anchor HRD-UGT 10X120/50 door frame fixing




27431 06-08 One Central Macau CHUN KEI CONSTRUCTION (MACAO) CO

















25796 05-08 Airport DRAGAGES HONG KONG LIMITED







26326 05-08 Four Seasons Hotel, Macau (Parcel 2) VAFORD CONTRACTING CO LTD

Frame anchor HRD-UGT 10X80/10 fixing on gypsum panel




23585 04-08 Airport THE JARDINE ENG CORP LTD Frame anchor HRD-UGT 10X80/10 building services fixing

23624 04-08 Airport DRAGAGES HONG KONG LIMITED


24110 04-08 MGM Grand Macau KA HENG KONG CHENG Frame anchor HRD-UGT 10X100/30 fixing on gypsum panel




24270 04-08 One Central Macau MASTER POINT ENGINEERING LTD



Dec 2012








22918 03-08 Airport WING DIK ENGINEERING CO. LTD.


22554 02-08 MGM Grand Macau KA HENG KONG CHENG Frame anchor HRD-UGT 10X100/30 door frame fixing





22458 02-08 Airport Skypier WING DIK ENGINEERING CO. LTD.

OAP / Mott Connell Frame anchor HRD-UGT 10X80/10 door frame fixing


22202 01-08 City of Dreams Resort KA HENG KONG CHENG Frame anchor HRD-UGT 10X120/50 door frame fixing

22243 01-08 Four Seasons Hotel, Macau (Parcel 2) YEARFULL CONTRACTING ( MACAU ) LTD

Frame anchor HRD-UGT 10X120/50 decoration fixing

22203 01-08 City of Dreams Resort KA HENG KONG CHENG Frame anchor HRD-UGT 10X80/10 door frame fixing

21998 01-08 Union Square Phase 7 SANFIELD BLDG CONTRACTOR

OAP / JRP Frame anchor HRD-UGT 10X80/10 door frame fixing

21966 01-08 New Yaohan Macau COMPANHIA DE ENGENHARIA ALISON

Maunsell / PBA Frame anchor HRD-UGT 10X100/30 electrical services fixing


Dec 2012

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51

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Ref

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owlo

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Hot

line

: 822

8 81

18

Fax

: 29

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51

Dec 2012

Ref

No

Dat

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tC

ontr

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Hot

line

: 822

8 81

18

Fax

: 29

5417

51

Dec 2012

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