‘SABIC JUBAIL MAIN BUILDING Pres emer BO: 001 Date: 15 Noverber 2017 repre By. Weber WMS) Reviewed By: R Sear (¥MS} Aros By: 1 Spat (LA) HENNING LARSENARCHITECTS YAMASAKI® ‘CONCRETE UNIT MASONRY Dec. Ref Na 0 2408 st SECTION 042200 CONCRETE, UNIT MASONRY,SSABIC JUBAIL MARS BUI DING Dos. Ret No: 02-001.5" Projet Number EQ1310001 IssUED FOX CONSTIUCTION SECTION 04220 - CONCRETE UNIT MASONRY u SUMMARY REFERENCES [ACI 80,VASCE &MS 602 - Specifenion Fe Massy Sar; Ameren Conerte inate iernton, [ASTI A #2M Standard Specification fr Set Wie, Pin, fr Conte Reinfremen, AASTICA 153M - Standard Spciion fo Zine Cong (Ha-Dip) on ton el Sil ASTILA 615M» Standod Specification for Deformed nd Pin Bile Stel Bus for Const Reinforcement ASTIEC 129- SundardSpecfnton fo Nnludtering Concrete Masonry Unis ASTIEC 140 Stundrd Tet Methods of Sampling aod Tesing Concrete Masonry Unie -ASTILC 1- Stndard Specifies for ABpeE for Masonry Mons, ASTULC 150- Standard Spcitaon fr Prd Cet ASTUAC 207 Standard Specification fe Hy ratedLime for Masonry Puss |ASTHC270-Stadrd Specific fe Manta for Unit Masonry. ASTI C408 Star Specification for Agaregts be Masonry Groat ASTALC 476 Stand Speciation or Groat or Nason DEFINITIONS ASCE: American Soc of Chil Engineers ASTVE: ASTM Intel (unt 200! krown asthe Amicon Sok fo Ting a Stl ‘eM: Concrete mony wi, (CONCRETE UNIT MASONRY s209 2SABICJUIAIL MAI BUILDING Dec. Ret-Na:00:7-0001-5" Projet Nae BO: 130001 ISSUED FOR CONSTRUCTION CSR: Cope Susalebilty Report PD: Enviromental Product Desiraton 130; eration Organ fe Stanton {Lh Lite CyeleAsessment ‘LED: Lele Eneray& Envios Design NA: National Fie Prteaion Assan enfoced Maso: Masonry conning nfsng tel inp is SHC: Sai ung Cade "TUS: The Masany Soci ozzrr ‘USGBC: US Gee Bing Coun 14 ACTION SUBMITTALS A. Pdut Da: Fores pe of rds B. Sune Design Submits |. MR: Evian rot Desiamton(EPD) 8. Ui Cycle assessment (LCA) eanorming 180 1044 1 EPD conforming o1S0 16025, 14090, 4044 and 80 21930 is: This pan verfed Corot Sutil Repors(CSR) 4 1802600; 200 Gude on Sos Responstty USGBC upvoved progam meciag CSR enter, 2, Ret: Manat even ftoing hs gutetnes 1 very fal ingredient ete by ame and CASRN, Shop Drawings: Fo einfring ste. Dl Beding lap es, aed plcemet of uit sary slforcing ts, Coahy with ACI IS .__Seuples: Far each pe and clothe lowing 5. Calor apreae mri, 15 INFORMATIONAL sUBMITTALS |A. Macc Ceifiats For each typ and sie of padi. Fr mason ints inde material ‘es eps subsntatingconplece wih queen. Mic Deigns For each yp of moar od pout Include desi frp an roars CONCRETE UNIT MASONRY o4n200-3SASIC JUBAIL MAIN BUILDING Doe: Ret Naz 007-001.50 Proje Number EQ1310001 ISSUED FOR CONSTRUCTION Paer aa 1 aloe test eons fr moar mises eed to comply with propery speciesion “es according to ASTMEC L094 fr canpessve erg, ASTALC Lf water {etn ad ASTM CM ors coment 2 Incas tt pons, scardig to ASTM C109, fo rout mie eed to comply ‘compressive seni element ‘QUALITY ASSURANCE ‘angle Poss: Bild sme pares to esi slesions male unde Sample sbitalsand ‘o demons ett lest 1. Bild sample panes fr pel exterior ad interior walls in ies approxitely 1200 mm ches 120 ELD CONDITIONS (ol-Weute Resureents: Do not we oe lea mera mined cowed with Ic frat, Do ot ald on Fou sates Removes rece nt masa damaged ty ft by fering conor. Cony wih cldwexher consctn repeats ‘otined in TMS UACI30.NASCES oc WenherReqiemeats Cony wih hot weaberconsrsionrequenets cntined IMS aiActSa0 NASCE 6 RODUCTS UNIT MASONRY, GENERAL Mason Standard: Comply wih TMS SOACISSOLVASCE 6, exept a8 mod by ‘Raion in he Cone Dosen Defesive Units Refenced masonry ani stundars my allow 3 can penne of ni to comin cis, ks, aher defect exerting ii std. Dome wns Whee ‘ch deters re exposed in te canpeed Wark FreResiuace Rags: Comply with remitenens for frevesincerted ssenbly signs ined, |. Whee erasisance ted construct i itd nit hl ke ated ad bled ty qualified sing agen scepbiosboes having asin (CONCRETE MASONRY UNITS Shapes: vide stages inetd and flows, with expe ues mahing exposed ‘acest acento nes thera insted |. Provide pia shapes lines, comes, jambs shes, movement ois, hed, beeing nd ter spec conr, etal Wave Repl: Provide unis made wit ner water repel fr exposed its ‘CONCRETE UNIT MASONRY oom -4SABICJUBAIL MAIN BUILDING os Ref Na: 00200018 rj Names EO: 131001 |SSUED FOR CONSTRUCTION, (© nulted CMUs: Whee inde ts sal conn vig specially sped, cllr ‘hem instion unis complying wih ASTMG 78, Typ deine for slag ores soy a Dew ASTM, |. Unit Compressive. Stange: Frvite unis with misimm avenge metas ompresive sung 10 Nina 2 Demy Csifnton Meu wag 23° CONCRETE LINTELS ‘A. Conenie Lins: ASTMC 1623, matching CMUs in coor, teste, and des listenin; nd with renee br ndeted. Provide ee with een compesive Senge esha oF EMU, 24 MORTARAND GROUT MATERIALS ‘A Porné Cane ASTM C150 150M, Type excep Type Il my be ed Forel ‘wet constuction. vide natura color lt ene B. Hyde Line ASTM C207 Type Angle for Morar: AST C144, |. White Morar Agrees: Naural white snd eh wie tone, DL Agate fr Grow: ASTM C04, _WaerRepten Admintre Liu waterepelen mona admire intended fers wih (Cts conaining negra Water pelo em sue mamfactre F Wer Pb 25 REINFORCEMENT ‘A. Uncut SieelRenocng Bas: ASTM A GSM or ASTM A 96M, Gade 420, B. Reining Bar Poston: Wie unis dane tt nt ora bed jit sping is uit cls and ool ltrcing bars cnt of cl, Unis ae foe en fom stl wie boeclp galvanic ser fnon Provide unis designed for mone of C. Musoerdoin Rentcemen, Gnenls ASTM 951M, Inesioe Wal Hota pvaizd cons Exror Wale Stina ste. Wire Sie for Side Red rm ameter (Wie Sie fr Cres Rom dams. Spaciegof Co Rade: Not mre hn #00 mm 9 Provide in eps fot es han 3m, with reine knead tee wis ‘CONCRETE UNIT MASONRY own -8SSABICJUBAIL MAIN BUILDING Doc Ref No: 002.001.5° Projet NomberEQ-1310001 ISSUED FOR CONSTRUCTION |A\ Males: rie ear anchrs specified his ais tht ede om mel at comply ith he following tes ere ete |. HoeDip Galanin, Caton Sel Wie: ASTM A 2M, wih ASTMA 53M, 2. Sel She, Galvani afer Fabicaton: ASTM A 1008, Comsmerial Ste, with ASTM A 153M, Clas B eto. 9: Sit Plc, Speen Bars ASTOE A 38M B. _Adjuble Anchors fr Contesting to Suc tel Fring Prove anchors th allow ‘eral orborzotaajasinent bt est teson and compas foes perpen 0 pine owl |. Ancor Steion or Welding te Stee Fame: Crinped Gmmanety, tp flannel wi 2, “Tie "Sein: Trmpuarsaped wie Se mde fom Snm dander, hotdip lve el wire C_Adjustble Anchor for Connesing 1 Conte: Provide anchors tht alow venta or zonal ajsment But res lesion and eompeson fires perpen pane of 1. Comector Seco: Dove ibs fo nering ino dove sot in cance and ‘ached Yo te scion, feed om 10m Wick sel she palvanned ter ‘vision. 2 The Seen: Tianguarshaed wise te made fom Samm diet, hati fvanaeesel wie 3. Compt eta Tes: Mota si ot et than 2 mm wie with comupstns| Iving a waveength of 73 to 125 mm ad an ampituae of 1.50 em made fom "vm hick se shew, gataiad ater bean 190 am: hick tet sheet, Avner fibsinon wit dove abe fo nering ato veal alte I 1. Pain Top Anchor: 3.0mm ik al plate with 3 9-m dnmee a 150 tong welded pate snd ith cened-end pate fied ovr od at aa of ove tetdou of he Fabrice fom stl hip galvnand she anton, Rig Anchor: Fait fram tl brs 40mm wie by 6mm ik by 60 es ong i ‘nds ted up 0 mm or ih rs pits nese inal 1. Caresion Pratectn: Hotipssanize comply with ASTM A 150M, 2.7 EMBEDDED FLASHING MATERIALS ‘A. Meal Pig: rovise meal fuking complying with Sexos 076200 "Sheet Meta Fshing and eins fos 1. Paine meta ip ges om ses tet. Een tet 75m no wal and 1S maul fom wal wit cuter eigen denn 30 depres mhormed 2 Fee met sea! tops fom sinless se Extend et 5 te ato yal and a oer he of wal Aer fae of wl bed tl tack ol ar 0 ‘ar and doen init mm for spr ening seta aches (CONCRETE UNIT MASONRY o20-6SABIC JUBAIL MAIN BUILDING Dec. Ret No: 00:2-0001-5" Proeet Nember EQ 00) {ISSUED FOR CONSTRUCTION 3. Fbricwemealexpatsion it tips tm snes saps indeed, Sine Wye CMU Fashiog System: Systm of CMU cl Dashing pas nd inocing CHU web covers made fom UNessur high-density pleilee. Cll sing pans have egal weep spouts desig ebult ino mca elt sd a een a he esi provent togpag witha. Solder an Sealants for Sheet Met lashings Asses in Seton 07200 "Sheet Metal Fshing wo Ti MISCELLANEOUS MASONRY ACCESSORIES Comprenste Filler Pramod Ser rip cmplyng wih ASTM D 1056, Gade 2A; enmpresiioup oS econ of with and ssn inseam em mop. Preformed ConucJoiet Cask: Mate fom symaebutdenenber compound mpling wih ASTID 2000, Designation N2AALOS or PUG, complying wih [ASTM D 2287, Type PVC-68406 and csaned oft sundud sah eck and mala tara sity ia masonry wl sie ud conguaton sade ‘Bend.resker Sips: Complying wih ASTM D226, Type ‘Gencr:Ote tha eres fr use a hot weber encom, do ot wean, incluaing pgmens, neentaleing get, acedertrs,aereplen agenty ot Set 1 Donotueclsm clare in metre rou Pelee, Dy Morar Ma: Fuih ry mon ngreitin om ofa reblendd i Mee gates ty WWM 10 etre acute potions sd Ceroegly ed Ingen blr delvecng fo Pj ote Mons: fo Uni Mason: Comply with ASTM C70, Prponton Speieton Prove the Towing pes of mara for appaton sted ules nner pended 1 Feemasony below grade orn contact wiht ee Type 4 _Forexrionsbove gad, oss bexrieg ad onou-barng wala parapet walls Torino ind ering al; for ler one rng prions and freer. tgpleatans whe abr ype nt nate, Tape 8 ‘5. Farletoronaod bearing pos, Type O ms bese instead of Type, rou for Unt Mason: Comply ith ASTM C76 1. Use grou of type inden if not erie inated of pe (eo xe that ‘i sompy wih TMS 62/AC190.VASCE 6 fir dancin of grou spce od our bg “CONCKETE UNIT MASOSRY omnae0-7SABIC JUBAIL MAIN BUILDING Dec. RefNo: 002-001.5° Pret Number Q131000, ISSUED FOR CONSTRUCTION aa 3 3. Provide gout witha slump of 250 to 280 mm st mented aor 0 EXECUTION Use filsiae wis without eting pail etig i requ o provide cotinine pater oro ft nding consacon, eat anks wi mossrten Sv; provide len Shap uncon edges. Aw us oy before ying less wen fw peste Irs cous without sues nd, whee posible tees conrad 1. For dimensions in ros ston or eleaion dot vy by sore thn plas 12. ot ‘nine 6mm 12. Forlcaton of lemens in plan oo ary omit nie by moe ha peso 43. Ferlesian of element in etn, ot vr rom a ide by mre th ‘pls mina 6 men ne try ight ce 12m 1. Focbed ins andy srices fering wal oot vary om eve by mace than ‘Smmin mr: an, 2 For compiuos reste, such sas is, paps, ad ees, de nt acy rom eve by mre thin 3m nm 6m in Se a 2 n a 3. Foeverial es nd ste, do at rom lamb by more an 6 ran 3% 9 4. Ferconplcsous verti! Iner sch a ee comers dio jambs, revel od ‘paron and col ots, tot ar frm pa by mere han 3m a 3m fn nm of [-mm main ‘5. Forlins nd ren ono vry ftom night by meh 6 mn 3m, 9m in doin |. Forte joins, do nt vay om hice indicted by mre han pi of minis 3 fam, wh a sna dicks feo 12 mm 2 AIG dost to 3 For exposed hed lms, doo yom hae indict by mae tae pla 0 rie mm Ly oat walls ia adance fr accra spacing of cic band pate wth if jon ‘Mckee and for acc loean of openings movement Joe ey td ‘CONCRETE UNIT MASONRY on0-8SABICJUBAIL MARY BUILDING Doc Ret Na: 002-4001.5P Frye Nomber £1100, 'sSUBD FOR CONSTRUCTION Py fe. Avod wing ls thanlesize us, pariclly at comes jam, an where posible ther ees Bond Pater for Exposed Mason: Uns ors inde, lay exposed masoay ie ‘ning bo; o ote ul Wheaten 1mm erin fhe ness Buln Wom: AS consstion progress, Bll I ems specifi a his and ther frelon: Filia oily wih mason stud butane Fal space betwen sel ames and masonry sly with mortar anes thermal bes Ince ne Drawings: ten provide feb perimeter aa Whee bin toms we 0 be embeded in coe of hollow masonry ans, ple yer of set lah wt esha mesh nthe ot below, and od mot oro it ere, Fil ees in blow CNUs with grow 600 mm under Besing pes eas, Snel, poss, tnd sar Lame ns oberg ented [MORTAR BEDDING AND JOMNTING ‘Bed fie sells ia mort and make head join of dep agulo edoins Fly bed ete units inudog wees under cls, a Saning couse on Totnes Inherent roe Lay slid Us with comply filed bed and hed joins; bur ends with sit forurto i hada and shave ino pace. Do nt ely aro bed js ohn joins “oot expe joins sly eoneve when thumbing te ge a jit ‘ick uke td. ut joins sth fr masonry wal oes plstero ete desta aie (ther ‘han aa tals cervise indeed. Genera: inal entice length flog side rosin mortar witha minim cover of 16 fam exer ie of wal, 1 mm clewhere Lap eforcemen + iim of 50 ESR Telocenet rote 10 oman al od aap 4 Provise elfrcenent ot more thn 200 may aeve and below val openings ad tenting 300m beyond openings nad te contucus ellrcret les Ineo eifrcenent acon al exparsin joins ues ethers dit ‘CONCKETE UNTT MASONRY onae-9Project Namber:EQ-1310001 ISSUED FOR CONSTRUCTION « Provide comin at comers by sing peice L-shaped ws Ace masonry 0 secur eel and core, where masonry alts ofc sacar 1 Provide a pen space aot less han 20 a wide been mascara suc Sted o concrete wiess erie indeed. Keep open space ce af mata abd chet ‘Anchor masonry wit anchors embeded in mason las nd ached to stuctue Space anchors dened, bt bt mre tet 600mm Yel und 80 in ee horzanaly Cee: lene ting ged trot ton ow of hy etend Mashing 150mm mend nd tm i nt le hn 50m oo cdi, losallsipewythe CMU Mashing stem in bed Joins of CMU wall wher indeed 19 ‘comply with manufsres writes insetinsInsall CMU ee pas with wpe ses lected below fice sland wee of CMU bare md with weep spots sped with ce ‘wal sll CMU web eves that hey cover pred edges of CMU cl pn {EMU wea and extend nce set fe Sal [REINFORCED UNIT MASONRY INSTALLATION, ‘Temgorn’ Formwork and Stes: Cost format ad shrs as ned to suppor ‘ced mason ements dar erst 1. Consnet fom 1 roi hops, inn meson of cmp sony as Ina. ae fre uly ight to prevet leakage of tratando ‘Brat, and spot for omnia palin snd Sap dng onion and 2. Bott rime fora en toes anil enced many member have hardened ‘afi f cary the ov weight and hat of oer fons tat wy be placed ot ‘hem daring soenoston acing Renforenen: Comply wh eguiemens ia TMS IACI S3D.VKSCE 6 Croing: Do not pice pou til ene sph of mazoay to be pred has stned ough Seng o et rout pressure, 1. Comply with regener in TMS Z/ACIS90.VASCE 6 fr chants and for ‘pupae inn minim rut space ad musi pou bel. Et bight of vertical grout pours toro more thn 1500 hm ‘CONCRETEUNIT MASONRY o1z200-18SSABIC JUBAIL MAIN BUILDING oc RefNo: :2-4001.5P Pres Number BQ.1310001 |ssUEDFOR CONSTRUCTION 39° FIBLOQUALITY CONTROL, ‘A; Testing aod Inspecting: Onner wil engage special inspects 10 perform ws and Inspecins and prepare eprs. AW Ipsos neces to sali md Work wet ts ‘evel pro tts tnd pecs, Retesing of tel that fl oso wih 1B. tnpecions: Spec inspection accerig to Level in TMS 4OXACISSOASCE 5 1. Begin masonry cestuton ely afer npecors have veri proportions ese pepectmonar 2. Pte rat sly afer mpector ave veel campiane of rout sace aed of {pa snes, and ition of rnfrcenes ibe gt only afernspectors ave ees propeton fe pepe got 1. TestigFrequoey for exe cies One set oft For ach 509m of wal ae oe pica ees . _Goncete Masonry Unt Tes: Fer eash type uit provided, caring to ASTM C10 for ‘mp seh Mor Agpegue Rai Tes (roporionSpsifiton For each mix provided, ong toaster, tats f 20m, Daapn wl ble pppng feos nd sf rca 2 ‘ur al bond fsatenuet co 'B._Ureeseetromel ith o produce a smooth la, ee srfice with maxim serie ‘rnin of p30 Fort wha tp of perging and ove oom 1 REPAIRING, PONETING, AND CLEANING ‘A. -Prges Cleaning: Clean nit masoay as work propesis by ey bring 0 emove out and won tie alg jm 'B.FialCleming: Aer morris throughly se and cue, clean exposed mason allows 1. Tes clearing methods on sample wall panel leave oneal of pane unceed for parson proses 2 Gener my by splat cing me eed NCA TER 12 MASONRY WASTE DISPOSAL ‘omaninted sand, wate wor, ken sony wn By easing ad ming Wi fikenel sili poe, ‘CONCRETE UNIT MASONRY 200-11SABIC JUBAIL MAIN BUILDING Doe. Ret Na: ¥0-Zau0- Se Projet Nomber £Q-1310001 ISSUED FOR CONSTRUCTION 1. Domot apse of misnry mata il wn 500 am of ited gre 5. Masonry Waste Recycing: Ret token CMUs notated a fil to manure fr Excest Meson Was: Remove cess lan matory wat th cot wd fil, Seibed svt ov jlo nd wh macy ws dll pen ao Oe proper. END OF SECTION o200 ‘CONCRETE UNIT MASONRY 2200-12