SOUTH DHAHRAN HOME ONMERSHIPPROIECTS DEPARTMENT Reside iter -1 ‘e201 Tengo Construction Fatty, South Ohatan December 25,2016 TRANSMITTAL (RDLT-SA-AZMEEL-02270/16 ‘EE Noz_04/0s/00012/1R/02726 Rev. 01 Me lading Work "hab Mohamed Hamed, Contractor Representative ZIMEEL CONTRACTING COMPANY 20. Box 196, Al thabir 31952 Kingdom of Saud Arabi Tel 0138267250 | Fax-0138262196 “TRANSMITTAL Tes ro ‘REVIEW APPROVAL eter temo| Fa Submitas a a Drawings a o a Brochure Catalogue a o a Mata equipment a a o ‘OE Medi storage a a o Invoice Receipt a o o Sample Tag o g a as o Q o re a o o Taya o a o other: o a o Ch ween ce esse nor rman ire [aco EDN os o/0/4019/R/0285 01 aos Stan rane ead Wark se dace SFT conan Tolerance FAA. Baker, CorpanyRepresentvelA) Residential Dstt x | SoH08D seceved by: Satur: we Saud rac Company General Usei Bernsen Contact No, e6t0036145 Project. B1-2800013--South Dhahren Home Onnership Progam (S04OP), Distt + [METHOD STATEMENT FOR STONE CLADDING WORK Document No: SkmzainaTeasian Date of sue: Docorber 19,2016, METHOD OF STATEMENT For Stone Cladding Work Prepared by | Revie by anna Rovins0 | ht TERI | oc pao set Pager [ shrzuasea, met roto rmciae |‘TABLE OF CONTENTS: | 4. SCOPE 2+ PURPOSE AND SCOPE 3- REFERENCE AND STANDARDS 4- RESPONSIBILITIES PROCEDURE/ METHODOLOGY EQUIPMENTS/TOOLS ATTACHMENTS sewn | ‘aut teva reezats1, PURPOSE & SCOPE ‘This method covers @ minimum mandatory requirements and instructions to follow during the installation of stone cladding, 2. OBIECTIVE A. The objoctve of this method statement i to dafine the general guidelines for stone Cladlng. 3. REFERENCE European (EN) Industry standards as ‘oc Project spec Sec 044200 exterior stone cladding Sec 07 11 13- BITUMINOUS DAMPPROOFING- close 3.03 ser, 4. RESPONSIBILITIES A. PROJECT MANAGER 1. It Is the overall responsiblity of PM to organize resources to perform construction activites as per project speciations, in compliance with quality, Schodule and safety requirements. 1B. CONSTRUCTION MANAGER 1. tis the responsiblity of CM that construction activities are executed according to the relevant project specifications, In compllance with quality, schedule & safety cequirements © aviLenciecr 1. Chil Engineer shall monitor and manage al cladding works as per IFC drawings and project specications under sefe conditions in conformance with contractor site safety plan. 2. Coordinate lading work with al related works aszunameran ewe | eon: roots |D. SAFETY oFriceR Safety Officer would be responsible fr the following items: 1. —-Howill make sure that all onstruction activites would be carried ‘ut under approved cssP. 2. Hewill make sure that al workers have proper PPEs. 3. He will verfy and confirm proper certification and Inspections of tulsfeyuiynet pio stan ie work, 4. Hewill make sure, the provision of safe access for work area and will cay the inspections. | 5. Hemakas sure, the presence of work permit (Cold work permit} and Ist af volved personnel at se. 6. All signals and signs wil not be removed from site until work completion 7. He will produce the Job tisk assessment prior to commence the activity and wil dentiy the hazards before stating of activity. 5. PROCEDRE: sa-mockue * Before installing exterior stone cladding systems, build mockup to verify Selections made under sample Submittals and to demonstrate sesthetic effects and Qualities of materials and execution. * Build mockups to comply with the following Requirements, using materials Indicated forthe completed Work: 1. Approved mockups may become part of the completed Work if undisturbed at ime of hand over. * Mock-ups shall be prepared ina size and location as IFC drawings & as required by Project architect. * Mock-ups shal be executed for stone color, patter, aesthetic quantities and ‘workmanship. * Approved Mockcups shall serve as a standard far variation af calor, texture and workmanship | * Mock-ups shal be assembled to stimulate final conltions, indicating alljoint/connection & corner details, use ofall required accessories, RAZA 05.01 tees eviion: 1 Page ofequipment and all other features of final work which i included n scope of Stone Cladding Works. 5.2 - ACCESSORIES = /Fabricate anchors, including shelf ales, from stainless ste! as fequired to support Lads imposed without excendingallowahle decign stnesne 5.3 Execution of Stone Cladding Works S53 EXAMINATION: = Examine surfaces to receive exterior stone cladding sn contions anor which «exterior Stone cling wl be instal, with lal presen, for eompliene with ‘requirments for instlletion foleranes end shee condins effecting performance, Protect exterior stove lading dving eesti, (Clean stone surieas hat are dity or tained by removing stung and fosign Matias before setting loan stne by thoroughly rerubbing wit ir bras and then drenching ith clearwater. Use only wild leaning comands that contain ro Cautie r beh terial or ebrasives, “The surface should be lean and rea from any contamination, “The concrete walls to be straight enough to receive the stone adding, ‘On Corte ska fr Sioue Veer Asseinbles td Dimesion Stone Claddings “Apply 1 bnish or Spray ena tnt less tha 0.4 Lg. ‘On stony Backup for Stone Venda Adsiablod ad Dimension Stone Cladding ‘Apply pemer aad 1 rusher spray coat tno ess hap 0.4 Ts, Stone anchors, supports; fasteners cil wll etlatuns shall be Testalled ‘securely a Indicated or required, to secure stone workin place as per detal shown on the approved shop drawing fmanuracture’s| ‘ecoinmendations Masarry backup for sto cladalng tobe Ply routed? SkAZUAM OSLO ewer Revson 1 este‘Stone anchors shall be securely dled n an! ocate os shown om the ravings and sall be set plumb and in tre place with te flowing tolerances. = Stone units shall be dense, sound anid free from defects that may pal strength or drabity of completed wort. The main stating eeference point and eve! shale proved by Surveyor fhasny te approved so Urea. These reference point and levels shal be checked and ered for every location during the progress of instalation, '53..INSTALLATION TOLERANCES ‘A. Vataton fom Phunb: or vertical fines an surtces of als do not excosd 6 ‘min 3, 9 rm in 6m 12 in 12m or mote. or exten comers cones jambs within 6 ofan entrance, expansion joints, and other conspicuons ines, Go ot exeeod 3m in 3m, 6mm in 6m, oF9 in in 12 or owe B. Vaiton from Level: For itl sls, vate wes, parapets, horizon ands, Ihriontl grooves, and other conspicuous lines, donot exceed 3m in 3m, 6am in6m), or mm mxisnun . Variation of Liat Building Line: Fr postions showa in plan an vlted portions oF walls and partons, do nt exsued 6 rnin oF 12 mm in (2 ot 'D. Vaviasion in Cros-Setionsl Dimensions: For thickness of walls am Simensons feted do nt exseed pls or in 6m . Variation in Joint Width: Do not vary joint thickness more than 3m in 900 mm ‘a quarter of nominal joint with, whichever i los, Variation in Plane betven Adjacent Stone Units (Lippi): Do no exceed 5 nm difernce between panes of ajncent nts '5.3.4- Installation Procedure (Wall Cladding): {IN GENERAL: - Execution of stone clang works shall be as per deals shown an te approvet raings. SRAZANMS OS Ieee fevslon 4 Page 6‘Nl cading shal be attached to te structure of te bing by means of anchoring sjstum as spect, in accordance With relevanty approved shop ‘dhawings ard manufaczer'srecommendtons Ti shall nude all necessary components recommend by manufacture 10 "igi support the cacang in place to the ines and dimensions es shown 0” ‘the approved drawings = Mastc compounds shall be used where apecable as approved recommended by stone manufacturer The setting out wil be controlled through a framework of reference points established on adjacent walls and columns to the lection of installation, locaon and detalls of which wil be included ea 3 Shop Drawing for reference purposes. Aroutine inspection and checking stall be established to ensure thatthe setting out of the Stone cladding werk and the fog of the some ig controled tin established parameters with particular attention belna sven to the Control of Horizontal and Verte! tines Plumb fines will be provided for every corer and in other locations here deemed necessary. These lines shall be kept in place during installation and shall be checked regularly. If any deviations from Plumb are found due to Irregularities in the concrete structure, ‘Surveyor shall establs the main starting reference points and level accordingly S44.1- SETTING MECHANICALLY ANCHORED EXTERIOR STONE. CLADDING ‘A= Attach anchors securely to stone and to backup masonry surfaces, 8. Fill anchor holes with sealant. Where dowel holes occur at pressure- Tallevng joints, Provide compressible material at ends of dowels. . Set stone supported on clip oF continuous angles on resilient setting ‘shims. Use material of thickness required to maintain uniform joint Widths. Hold shims back from face of stone a cistance at least equal to ith of joint.E, Determination the required level of sidewalk in arder to start fing the stone, using the suitable tools (grinder) to make side holes inthe stone, F, Fixing the first layer of stone by using angle and serew and glue, G. Filing the space between stone and walls for fist layer by cement mortar. FH. Fixing decorative boarder upon of fist layer by using glue 1. Fiking the stones by using angle and scraw and glue 3. Before the grout harclen (IF wanted), use a stiff brush or wooden racking tool to remove excess grout or mortar from the surface of the stone. You may also use a wet brush to brush away small cement stains that got left behing, ‘Materials which needs to fix stone are: + Stainless steel angle, = 80mm length mechanical screws. = Giue - Grout. 5444.2: SETTING EXTERIOR STONE CLADDING STONE ADHESIVE, 41+ Ensure wall surface i free from dit, paint or areas. Apply tke adhesive on the entre back side ofthe stone, Avoid cement stain on stone surface by using tools, Instead of bare hard, 2 Always start with corer component before laying the fat ‘component, Stat for one end and work towards the other. Ensure that individual stone are placed as closely as possible. Creating uniform joints between them. 3+ Before the grout harden (if wanted), use astif brush or wooden ‘racking tool to remove excess grout or mortar from the surface of the stone, You may also use a wet brush to brush away small ment stains that got let behind. SkAZSEAAISOSNOH vest evions 1 Pager6, EQUIPMENT & TOOLS: ~ Leveling Instruments = Masonry Too's ~ Brushes ~ Rubber Mallets + Spirit Levels Adjustable Wrenches = Open Wrenches ~ Stone Stee! Holders = Spatulas = Aluminum Straight Edge ~ Stone Cutting Machine/Power Saw = Plumb Line and Plastic Strings = Steel Hammers Masking Tapes, ete. as required 7. ATTACHMENT “RISK ASSESSMENT canusana = wont | mous[ SOUTH DHAHRAN HOME Ownensiir(SDHO) PRosecT | (g\ a sont Conteact # 6600036143 | Wier | | Sepepasson Bis28—coots [We rscassesouont Tien [Seay cmivomemeed | Amati | Sate cnmcamen | sromcucomoncne = se sai apres Name ‘eau waab—) Projet sger PoreNnALNAzaRD | seventy: "ADDITIONAL JEXOSTING CONTROL CONSEQUENCES‘SOUTH DHAHRAN HOME OWNERSHIP (SDHO) PROJECT CONTRACT # 6600036148 BI 2800013, | eu + veer | aaur + Tipe se‘SOUTH DHAHRAN HOME OWNERSHIP (SDHO) PROJECT CONTRACT # 6600036148 BI-28—00013, a iCONTRACT # 6600036148 ae | EB "SOUTH DHAHRAN HOME OWNERSHIP (SDHO) PROJECT a : BI~28 00013, | =