GENERAL NOTES / TYPICAL DETAILS

Transcription

1 GENERL NOTES / TYPIL DETILS x [RH] GENERL THE GENERL NOTES ND TYPIL DETILS RE PPLILE TO LL STRUTURL ONDITIONS NOT SPEIFILLY DETILED OR REFERENED ON STRUTURL DRWINGS THESE NOTES, DETILS ND DRWINGS RE TO E RED IN ONJUNTION WITH THE PROJET SPEIFITIONS THESE DRWINGS RE FOR THE USE OF THE ONSULTNT'S LIENT ONLY LL INFORMTION SHOWN PPLIES TO THIS PROJET ONLY ND REFLET THE EST JUDGEMENT OF THE ONSULTNT IN LIGHT OF THE VILLE INFORMTION T THE TIME OF PRRTION DEISIONS OR TIONS MDE Y THIRD PRTIES SED ON THE DRWINGS RE THE SOLE RESPONSIILITY OF SUH PRTIES THESE DRWINGS RE THE PROPERTY OF THE ONSULTNT ND MY NOT E RRODUED IN NY FORM WITHOUT WRITTEN PERMISSION ODES ND STNDRDS DESIGN ND ONSTRUTION TO E IN ORDNE WITH THE 00 NTIONL UILDING ODE REVITIONS THE FOLLOWING REVITIONS MY HVE EEN USED IN THESE NOTES ND DRWINGS: LTERL LODS: SEISMI: SEISMI FORE RESISTING SYSTEM (SFRS) : SYSTEM ND ONNETIONS: (00 N LUSE /0) LTERL LOD RESISTING SYSTEM: Rd = Ro = ONVENTIONL ONRETE SHERWLLS + FRITION PED STEEL RES S STNDRD: PPLILE LUSE(S): 0 + S0 + 0 SFRS: DIPHRGMS & ONNETIONS: (00 N LUSE ) S STNDRD: N/S 0 PPLILE LUSE(S): + 0 SFRS: SYSTEM FOUNDTIONS: (00 N LUSE ) S STNDRD: PPLILE LUSE(S): N/S 0 IMPORTNE FTOR: (00 N LUSE ) IE = PROJET ITY: SITE LSS: D E F PG: 00 0g OTTW RESPONSE SPETRUM DT : (SITE SPEIFI SPETRUM) % PED SPETRL RESPONSE ELERTION VLUES : (00 N PPENDIX ) Sa(0) = 00 Sa(0) = 00 Sa(0) = 00 Sa(0) = 00 Sa(0) = 00 Sa(0) = 00 DESIGN SPETRL RESPONSE ELERTION VLUES (DSRV) : (00 N LUSE ) LSS '' (Fa=0:Fv=00) S(0) = 0 S(0) = 0 S(0) = 0 S(0) = 00 S(0) = 00 S(0) = 00 PERIOD DT: EMPIRIL ODE EQN PERIOD: T(a)STTI = 0 se (Mv = 0 ) MODL PERIODS: T(a)NS = 0 se (Mv = 0 ) T(a)EW = 00 se (Mv = 0 ) DESIGN PERIODS: T(a)NS = 0 se (Mv = 0 ) T(a)EW = 00 se (Mv = 0 ) FUNENTL PERIOD SED (DSRV) : STTI: S(Ta)NS = S(Ta)EW = MODL: S(Ta)NS = S(Ta)EW = IRREGULRITY REVIEW: (00 N LUSE ) VERTIL STIFFNESS: YES NO WEIGHT: YES NO VERTIL GEOMETRI: YES NO IN PLNE DISONTINUITY: YES NO OUT OF PLNE: YES NO WEK STOREY: YES NO TORSIONL: YES NO NS = EW = NONORTHOGONL: YES NO ONLUSIONS: UILDING IS: DYNMI NLYSIS: DYNMI PROEDURE: SE SHER / MOMENTS: SHOP DRWINGS ND SUMITTLS GENERL: RRODUTIONS OF THE STRUTURL DRWINGS SHLL NOT E TED S SHOP DRWINGS "PROFESSIONL ENGINEER" IN THE FOLLOWING PRGRPHS SHLL E REGISTERED ND LIENSED TO PRTIE IN THE PROVINE OF ONTRIO REVIEW OF DRWINGS PPLIES TO GENERL RRNGEMENT ONLY FOR THE PURPOSE OF SERTINING ONFORMNE WITH THE GENERL DESIGN ONT THIS REVIEW DOES NOT IMPLY PPROVL OF DETIL DESIGN OR QUNTITIES IN SUMITTED DRWINGS, NOR DOES IT RELIEVE THE ONTRTOR OF HIS RESPONSIILITY FOR MKING THE WORK OMPLETE, URTE ND IN ORDNE WITH THE STRUTURL DRWINGS LLOW WORKING DYS FOR SHOP DRWING REVIEW DO NOT FRITE MTERILS SED ON REJETED OR DISPPROVED SHOP DRWINGS REINFORED ONRETE: SUMIT FOR REVIEW REINFOREMENT PLING DRWINGS ND R LISTS FOR EVERY PORTION OF THE STRUTURE SHOW TOP STEEL ND OTTOM STEEL FOR SLS ON SRTE PLNS WITH REINFORING STEEL LLED UP DIRETLY ON PLN FLSEWORK: PROVIDE DETILS OF DESIGN ND ONSTRUTION OF FORMS ND FLSEWORK, SHORING ND RESHORING ND NY SPEIL REQUIREMENTS FOR STRIPPING OF FORMWORK LL SUH DESIGN SHEETS SHLL E PRRED ND STMPED Y PROFESSIONL ENGINEER SUMIT FOR REVIEW DRWINGS OF LL PROPOSED ONSTRUTION JOINTS LOTIONS, ND LYOUT DRWINGS OF ONRETE ISOLTION, SL ON GRDE SWUTS, ND HOUSEKEING PDS ONRETE: SUMIT FOR REVIEW LL PROPOSED ONRETE MIX DESIGNS STRUTURL STEEL JOISTS ND STEEL DEK : SUMIT WITH SHOP DRWINGS: DEKING PLN, PROFILE, DIMENSIONS, ORE THIKNESS, ONNETIONS TO SUPPORTS, REQUIRED ERINGS, LOSURES ND ESSORIES SUMIT FOR REVIEW ERETION DRWINGS WITH LL FIELD WORK DETILS FOR LL STRUTURL STEEL ELEMENTS LL ONNETIONS SHLL E DESIGNED ND THE DRWINGS STMPED ND SIGNED Y PROFESSIONL ENGINEER SHOP DRWING SUMITTLS SHLL INLUDE STEEL EM, OLUMN ONNETIONS LONG WITH DESIGN LULTIONS LODS DIMENSIONS REGULR IRREGULR REQUIRED NOT REQUIRED ESTWEST: ( ) VSE = W = kn MSE = kn MODL RESPONSE SPETRUM NUMERIL INTEGRTION TIME HISTORY N/ GOVERNING ONDITION: STTI: 00 N DYNMI: 00 N UILDING WEIGHT: W = 0 kn V MX = / S(0)IEW/(RdRo) = W = kn V MIN = S(0) M V I E W/(RdRo) = 00W = 0 kn STTI: NORTHSOUTH: ( ) VSE = W = kn MSE = kn LOWER LIMIT ON DYNMI FORE = 0 x STTI DYNMI: (SLED) DYNMI: (UNSLED) NORTHSOUTH: ( ) NORTHSOUTH: ( ) VSE = kn VSE = kn MSE = kn MSE = kn MPMR = MPMR = ESTWEST: ( ) ESTWEST: ( ) VSE = kn VSE = kn HEK DIMENSIONS ON THESE DRWINGS GINST DIMENSIONS ON RHITETURL DRWINGS EFORE USING THEM FOR FRITION OR ONSTRUTION RORT DISRNIES RHITETURL DIMENSIONS GOVERN DRWINGS HVE EEN DRWN TO SLE WHERE POSSILE UT DIMENSIONS SHOULD E SLED WITH UTION ND T ONTRTOR'S RISK INSPETIONS ND TESTING THE FOLLOWING ITEMS SHLL E INSPETED OR TESTED Y INDENDENT INSPETION/ TESTING GENIES DESIGNTED Y THE LIENT MTERILS ND WORKMNSHIP NOT ONFORMING TO THE SPEIFITIONS SHLL E REJETED Y THE ONTRTOR RORTS ND TEST RESULTS SHLL E PROMPTLY SUMITTED TO THE ENGINEER FOR REVIEW TESTING SHLL INLUDE UT NOT E LIMITED TO: ONRETE: ONRETE ND GROUT TESTING IN ORDNE WITH S LTEST EDITION ND THE SPEIFITIONS, INLUDING THE REQUIREMENTS OF SLUMP, IR ND GE PRIOR TO EING USED ONTRTOR TO KE REORDS OF POUR DTES, TESTING PERFORMED, LSS OF ONRETE USED WITH LOTION ND TEST RESULTS FOR LL ITEMS POURED PPROVL OF ONRETE, GROUT ND MORTR MIX DESIGNS STRUTURL STEEL: VISUL INSPETION OF LL WELDS, TIGHTNESS OF OLTED ONNETIONS ND HEK ON ERING, PLUMNESS ND LIGNMENT OF STEEL STRUTURES NONDESTRUTIVE TESTING TO VERIFY THE QULITY OF WELDING, WHERE DEEMED QUESTIONLE Y VISILE DEFETS OR WHERE REQUIRED Y THE ENGINEER SURFE PRRTION ND PINT PPLITION IN OTH SHOP ND FIELD FOR EXPOSED PINTED STRUTURL STEEL REINFORING STEEL: ONTRTOR SHLL DVISE DJELEIN LLEN RUELI OF REQUIRED REINFORING STEEL SITE REVIEW T LEST HOURS PRIOR TO LOSING OF OLUMN OR WLL FORMS ND HOURS PRIOR TO PLING OF ONRETE IN SLS, FOOTINGS, ET DESIGN ND DETILING RITERI FOR SUPPLIERS MISELLNEOUS METLS & STEEL STIRS MIS METLS ND STEEL STIRS RE TO E DESIGNED ND DETILED Y MIS METLS ND STEEL STIRS SUPPLIER SHOP DRWINGS RE TO E SUMITTED TO THE DRTMENTL RRESENTTIVE FOR REVIEW SHOP DRWINGS RE TO E STMPED ND SIGNED Y PROFESSIONL ENGINEER LIENSED IN THE PROVINE OF ONTRIO LL MIS METLS ND STEEL STIR WORK TO E INSPETED DURING ONSTRUTION Y THE MIS METLS ND STEEL STIRS DESIGN ENGINEER WITH RORTS FORWRDED TO THE DRTMENTL RRESENTTIVE OLD FORMED STEEL STUDS & JOISTS STEEL STUDS & JOISTS RE TO E DESIGNED ND DETILED Y STEEL STUDS & JOISTS SUPPLIER SHOP DRWINGS RE TO THE DRTMENTL RRESENTTIVE FOR REVIEW SHOP DRWINGS RE TO E STMPED ND SIGNED Y PROFESSIONL ENGINEER LIENSED IN THE PROVINE OF ONTRIO LL STEEL STUD & JOIST WORK TO E INSPETED DURING ONSTRUTION Y THE STEEL STUD & JOIST DESIGN ENGINEER WITH RORTS FORWRDED TO THE DRTMENTL RRESENTTIVE MEHNIL ND ELETRIL EQUIPMENT, PIPE SUPPORTS ND SEISMI RES SUPPORTS FOR MEHNIL ND ELETRIL EQUIPMENT, PIPES ND SEISMI RE TO E DESIGNED ND DETILED Y ONTRTORS ENGINEER SHOP DRWINGS RE TO E SUMITTED TO THE DRTMENTL RRESENTTIVE FOR REVIEW SHOP DRWINGS RE TO E STMPED ND SIGNED Y PROFESSIONL ENGINEER LIENSED IN THE PROVINE OF ONTRIO LL SUPPORTS RE TO E INSPETED DURING ONSTRUTION Y THE SUPPORT DESIGN ENGINEER WITH RORTS FORWRDED TO THE DRTMENTL RRESENTTIVE MISELLNEOUS ONRETE ONRETE URS (MXIMUM 00mm HIGH U/N) FOR LL ONRETE URS (UNLESS OTHERWISE DETILED) PROVIDE M HORIZONTL ONTINUOUS T TOP ND 0M DOWELS T 00mm FROM SL REFER TO RHITETURL, MEHNIL, ELETRIL FOR EXTENT, DIMENSIONS ND LOTION PROVIDE 0M DDITIONL HORIZONTL T MIDHEIGHT FOR URS OVER 00mm HIGH VRIES VRIES VRIES (00mm MX) REFER TO MEHNIL DRWINGS FOR SIZES ND LOTIONS EXISTING SL HMFERS ND REGLETS PROVIDE HMFER, REGLETS, REVELS, REESSES ND THE LIKE S SHOWN ON THE RHITETURL ND/OR STRUTURL DRWINGS MEHNIL ND ELETRIL RELTED ONRETE PROVIDE STIN PLE ONRETE FOR MEHNIL ND ELETRIL DIVISIONS, INLUDING UT NOT LIMITED TO: EQUIPMENT SES ND HOUSEKEING PDS URS T DUTS THROUGH SLS PITS RIDGE SUPPORTS T SUGRDE ETWEEN FOUNDTION WLLS ND STLE LODERING STRT ONRETE ENSED ELETRIL DUTNK URIED WTER SERVIE PIPING THRUST LOKS SUPPORT OF URIED PIPES/ONDUITS IN UNSTLE FILL EXTERIOR GROUND MOUNTED LIGHTING ND FLGPOLES ONTRTOR TO OORDINTE EXTENT, LOTION ND DIMENSIONS FROM MEHNIL/ELETRIL SHOP DRWINGS SUMIT LYOUT DRWINGS TO ONSULTNTS FOR REVIEW ONRETE LL ONRETE WORK TO E IN ORDNE WITH THE LTEST EDITIONS OF S STNDRDS N/S ND N/S WITH THE FOLLOWING FURTHER PROVISIONS: OVE GRDE LOTION SHERWLLS OLUMNS INTERIOR SLS, STIRS WLLS ND ROOF SLS U/N EXTERIOR PVEMENT, WLK WY, SL ON GRDE EXTERIOR GENERTOR PD ND FENE POST PIERS MIN SPEIFIED DY ON STRENGTH MPa SLUMP mm LSS OF EXPOSURE REMRKS NO DDITIONL WTER SHLL E DDED T THE JO SITE ONRETE WHIH HS EEN WTERED OR DOES NOT MEET SPEIFITIONS, SHLL E REJETED Y THE GENERL ONTRTOR LIUM HLORIDE IXTURES SHLL NOT E USED ONRETE OVER: (LER TO REINFORING) SLS EMS OLUMNS REINFORING STEEL: mm U/N 0mm (TO STIRRUPS) 0mm (TO TIES) DETIL ND PLE REINFORING STEEL IN ORDNE WITH THE RSI "REINFORING STEEL MNUL OF STNDRD PRTIE" ND S UNLESS OTHERWISE NOTED PROVIDE DEFORMED RS WITH YIELD STRENGTH OF 00 MPa S SPEIFIED IN S G0M PROVIDE WELDED WIRE FRI S SPEIFIED IN S G0M FLT SHEETS ONLY SPLIES: OLUMNS LL OTHER SL ON DEK OMPRESSION LP U/N Ld (TENSION) U/N R DESIGNTION: 0T 00 MENS 0 RS, SIZE M, TOP OF SL, 00mm LONG (+ HOOK LENGTH) REINFORING HIRS: PROVIDE HIRS, SPER RS, SUPPORT RS ND OTHER ESSORIES TO SUPPORT REINFORING IN ORDNE WITH THE LTEST EDITIONS OF S ND HIRS TO E PLSTI, PLSTI TIPPED OR ONRETE LL TIE WIRE, HIRS ND R SUPPORTS USED FOR OTED REINFORING SHLL E NONMETLLI OR PROTETED WITH N TLE OTING HIRS SHLL E SPED T 00mm O MXIMUM PROVIDE ONTINUOUS HIRS WHERE POSSILE SEE LSO SPEIFITIONS FLT SL STEEL PLING 0 0 ± 0 0 ± 0 UNLESS OTHERWISE NOTED OLUMN STRIP IS OUNDED Y LINES / THE TRNSVERSE SPN ON EITHER SIDE OF OLUMN ENTRELINE PLE T LEST 0% OF OLUMN STRIP TOP RS IN ZONE OVER THE OLUMN WITHIN WIDTH EQUL TO THT OF THE OLUMN OR PITL PLUS THE SL DTH ON EITHER SIDE STRUTURL INTEGRITY: (SI RS) M ONT (TOP) DOWEL 00 w/ OXY PLE THE FOLLOWING MINIMUM NUMER OF OLUMN STRIP OTTOM LONG RS (STRUTURL INTEGRITY RS) EH WY THROUGH THE OLUMN OR THE PITL (U/N ON PLN) (PLE THE REMINING OTTOM RS EVENLY ROSS THE REMINDER OF THE STRIP MXIMUM SPING NOT TO EXEED 00mm PROVIDE DDITIONL RS, SME DIMETER, S REQUIRED TO STISFY SPING) SL THIKNESS SPN (METRES) (mm) 0 0 M M M M M M M M M M M 0M M 0M M 0 M 0M 0M 0M M M M 00 0M 0M 0M M 0M STRUTURL INTEGRITY RS TO E SED ON THE LONGER SPN IN EITHER DIRETION HOOK (0 ) STRUTURL INTEGRITY RS T NON ONTINUOUS SUPPORTS N N N 0 OPENINGS ND SLEEVES: REFER TO RHITETURL, MEHNIL ND ELETRIL DRWINGS ND TO SHOP DRWINGS OF LL TRDES FOR EXT LOTION ND EXTENT OF OPENINGS ND SLEEVES REQUIRED UT NOT SHOWN ON THE STRUTURL DRWINGS OTIN THE PPROVL OF THE STRUTURL ENGINEER FOR OPENINGS REQUIRED UT NOT SHOWN ON THE STRUTURL DRWINGS DO NOT ORE DRILL, SWUT OR OTHERWISE PRODUE OPENINGS OF NY SIZE, IN NY STRUTURL MEMER WITHOUT PRIOR WRITTEN PPROVL OF THE STRUTURL ENGINEER ONRETE WLLS ND SLS LL REQUIRED OPENINGS SHLL E SLEEVED OR FORMED PRIOR TO PLING ONRETE ORING OR SWUTTING FOR OPENINGS FTER STING SHLL NOT E PERMITTED S N LTERNTE METHOD OF PROVIDING OPENINGS LL DRINS SHLL E SET PRIOR TO ONRETE PLING ST IN SLEEVES SHLL GENERLLY NOT E PERMITTED WITHIN 00mm OF OLUMN FE UNLESS SPEIFILLY PPROVED Y THE STRUTURL ENGINEER ORED OPENINGS SHLL GENERLLY NOT E PERMITTED WITHIN 0 TIMES THE SL (PLUS DROP PNEL) THIKNESS FROM THE FE OF THE OLUMNS OR WLLS, UNLESS SPEIFILLY PPROVED Y THE STRUTURL ENGINEER, ND WILL REQUIRE VERIFITION OF REINFORING R LOTIONS PRIOR TO ORING FOR OPENINGS GRETER THN 00mm x 00mm REINFORE ROUND THE OPENING IN ORDNE WITH THE TYPIL DETILS UNLESS NOTED ON PLN DISPLE SL RS HORIZONTLLY TO LER OPENINGS, DO NOT UT GENERL SL PLE LL EMS, PITLS OR DROP PNELS MONOLITHILLY WITH THE SL ENSURE MIN M TOP ND OTTOM ONTINUOUS T LL SL EDGES Y DJUSTING R LENGTHS OR PROVIDING DDITIONL TOP/OTTOM EDGE RS S REQUIRED PROVIDE MINIMUM TEMPERTURE REINFOREMENT IN ORDNE WITH THE TLE ELOW IN SLS WHERE REINFOREMENT IN NOT SHOWN LP TEMPERTURE REINFOREMENT ( Ld LP) UT NOT LESS THN 00mm STGGER LPS OR LP T SUPPORTS HOUSEKEING PD DETILS: ON NEW ONRETE SL ON STEEL DEK 00 T PERIMETER 00 ON EXISTING ONRETE SL DRILL ND GROUT 00 INTO EXISTING SL T PERIMETER (MIN 0 EMED) 00 STRUTURL STEEL: LL EXPOSED EXTERIOR STEEL TO E GLVNIZED REFER TO MEHNIL DRWINGS FOR SIZES ND LOTIONS Lxx ONT ROUND PERIMETER /w mmø NELSON 00 VRIES REFER TO MEHNIL DRWINGS FOR SIZES ND LOTIONS Lxx ONT ROUND PERIMETER /w mmø NELSON 00 STRUTURL STEEL SHLL OMPLY WITH N/S S0 UNLESS OTHERWISE NOTED ITEM ROLLED SETIONS HSS (TUE) SETIONS OLTS, NUTS ND WSHERS NHOR OLTS TEMPERTURE REINFOREMENT IN SLS RS WITH SPEIFIED YIELD SL THIKNESS STRENGTH OF 00 MPa < 00mm SEE DRWINGS 00mm mm mm 0mm 0mm mm mm 0mm 00mm PPLILE SPEIFITION G0 0W G0 0W LSS (U/N) LL STRUTURL STEEL TO E PRIME PINTED EXT STEEL REEIVING GLVNIZING, OR STEEL TO E STIN ONRETE LL EM ONNETIONS TO E TWOSIDED UNLESS NOTED PROVIDE MINIMUM ERING OF 00mm FOR LL STEEL ERING ON ONRETE ND 00mm FOR STEEL ERING ON STEEL UNLESS NOTED ENTRE LL ERING PLTES UNDER EMS UNLESS NOTED DO NOT UT OR ORE NY OPENINGS IN NY STRUTURL STEEL MEMERS WITHOUT PRIOR WRITTEN PPROVL FROM THE STRUTURL ENGINEER WHERE STRUTURL STEEL SHPE SHOWN ON THE DRWINGS IS UNVILLE, SHPE OF EQUL OR GRETER SETION PROPERTIES ND STRUTURL PITY SHLL E SUSTITUTED, UPON PPROVL Y OWNER ND ONSULTNT, T NO EXTR OST VRIES TO STM M OLTS SHLL E ERING TYPE, EXT FOR ONNETIONS OF MEMERS NOTED S RRYING LODS WHIH VRY FROM OMPRESSION TO TENSION FOR OMPRESSION/TENSION LODS IN MEMERS, OLTS IN SHER SHLL E SLIP RITIL SSUMING LOD FTOR OF FOR DETERMINING SERVIE LODS FOR EXPOSED EXTERIOR STEEL, PROVIDE GLVNIZED OLTS, NUTS ND WSHERS 0 SL THIKNESS mm mm 0mm 0mm 0mm mm mm 0mm 00mm RS WITH SPEIFIED YIELD STRENGTH OF 00 MPa STEEL DEK: SHEET STEEL TO SSI0M, GRDE STRUTURL QULITY (Fy=0 MPa) STEEL DEK TO E mm DE 0mm ORE THIKNESS ( GUGE) OR S OTHERWISE REQUIRED TO SUIT DEK PROFILE, LODING ND SUPPORT ONDITIONS, U/N SPN DEK OVER T LEST SPNS ND PROVIDE FOR INRESED ORE THIKNESS TO OMPENSTE FOR DISONTINUITY WHERE FEWER THN SPNS OUR STEEL DEK TO E GLVNIZED TO STMM, ZF ( g/m²) UNLESS OTHERWISE NOTED WELD DEK TO SUPPORTING MEMERS WITH 0mm EFFETIVE PUDDLE WELDS USING STEEL WSHERS TO PREVENT URN THROUGH S NEESSRY DEK TO E USED S DIPHRGM TRNSVERSE WELD SPING LONGITUDINL WELD SPING SIDE LPS UTTON PUNH 00mm MIN U/N 00mm MIN U/N 00mm MIN U/N DO NOT SUPPORT EILINGS, DUTS, LIGHTING OR PIPES FROM STEEL ROOF OR FLOOR DEK PROVIDE ELL LOSURES T SUPPORTS U/N PROVIDE ONRETE RETINERS T SL EDGE ND SL OPENINGS U/N GROUT UNDERSIDE OF DEK FLUTES SOLID WHERE FLOOR DEK SUPPORTS MSONRY WLLS STRUTURL STEEL ONNETIONS ND SHOP DRWINGS: STRUTURL STEEL ONNETIONS SHLL E DESIGNED TO RESIST THE INDITED FTORED MEMER RETIONS Y PROFESSIONL ENGINEER WHO WILL LSO SEL ND SIGN THE SHOP DRWINGS WHERE DESIGN RETIONS RE NOT INDITED USE THE MXIMUM RETION FOR SPN FROM IS EM LOD TLES FOR OMPOSITE EMS INRESE MXIMUM RETION Y TIMES STEEL STRUTURES DESIGNED TO RESIST SEISMI FORES, STEEL ONNETIONS SHLL E DESIGNED TO S0, LUSE DETIL T DEK DIRETION HNGE 000 mm THIK GLVNIZED REINFORING PLTE OPENINGS IN ROOF DEK (SEE RH ND MEH DWGS FOR LOTIONS) OPENINGS 0 TO 00 Lxx OPENING OPENINGS 00 TO 0 Lxx ON SIDES OPENING OPENINGS 0 TO 00 U/N 0x ON SIDES OPENING 0 MIN 0 TO 00 0 MIN 00 TO 0 0 TO 00 STEEL ROOF DEK STEEL ROOF DEK STEEL ROOF DEK REFER TO MEHNIL ND ELETRIL DRWINGS FOR SIZE, NUMER ND LOTION OF OPENINGS OPENINGS LESS THN 0mm WIDE REQUIRE NO REINFOREMENT UNLESS T DEK SEM * IF HNNEL DOES NOT INTERSET OWSJ T TOP HORD PNELS POINT, PROVIDE DDITIONL JOIST WE DIGONL ETWEEN HNNEL ONNETION ND NEREST PNEL POINT ON OTTOM HORD NEW DIGONL TO E mm DI R OR EQUL (TO PPROVL OF JOIST ENGINEER) FRMING OF ROOF TOP UNITS (SEE RH ND MEH DWGS FOR LOTIONS) STEEL ROOF DEK OUTLINE OF ROOF TOP UNITS TYP ROOF DEK MY E OMITTED WITHIN ROOF MOUNTING FRME REFER TO MEHNIL DRWINGS FOR SIZE, NUMER ND LOTION OF UNITS IF HNNELS SUPPORTED FROM OWSJ DO NOT INTERSET JOIST T TOP HORD PNEL POINT, THEN PROVIDE DDITIONL JOIST WE DIGONL ETWEEN HNNEL ONNETION ND NEREST PNEL POINT ON OTTOM HORD DDITIONL DIGONL TO E mm DI R OR EQUL (TO PPROVL OF JOIST DESIGNER) PROVIDE SOLID LOKING ETWEEN FLUTES OF ROOF DEK WHERE ROOF MOUNTING UR ERS ON OWSJ OR 0x MEHNIL ONTRTOR TO DESIGN ND PROVIDE NHORGE TO HNNELS FOR SEISMI FORES LL DETILS RE SUJET TO ONFIRMTION Y STRUTURL ENGINEER UPON REVIEW OF FINL MEHNIL SHOP DRWINGS GENERL NOTES ND DETILS Designed y Drawn y Reviewed y pproved y Projet no Drawing no 000 detail no no du detail loation no sur no no no R0000 R PROJET 0 PROJET NORTH /0/0 /0/ S00 onçu par pprouvé par dministrateur de s No du No du

2 QY PY OY NY MY LY KY JY HY GY FY EY R PROJET 0 0 PROJET NORTH DRWING NO LOTION OF EXISTING RE FRMES 000 EXISTING PIT TO E OVERED WITH NEW ONRETE SL ON STEEL DEK, TO E FLUSH WITH EXISTING SL PROVIDE ONRETE ON mm x 0 OMPOSITE STEEL DEK FRME OPENING WITH NEW WSETION EM ND Lx0x (LLV) T SL EDGE /w DI EXPNSION NHORS T 00 / REFER TO SETIONS FOR DETILS PROVIDE LL NEESSRY SHORING FOR SFE WORK W0x W0x 0 E /0/0 D /0/ /0/0 ISSUED FOR DESIGN DEVELOPMENT /0/ ISSUED FOR REVIEW /0/ detail no no du detail loation no sur no no no THIRD FLOOR PLN TROISIÈME ÉTGE Designed y onçu par Drawn y Reviewed y pproved y pprouvé par dministrateur de s x [RH] THIRD FLOOR PRT PLN : 0 PLN PRTIEL D'ÉTGE U TROISIÈME : 0 Projet no Drawing no R0000 S00 No du No du

3 QY PY OY NY MY LY KY JY HY GY FY EY R PROJET 0 0 EQ EQ EQ W00x W00x DRWING NO LOTION OF EXISTING RE FRMES HIP ND REMOVE ONRETE SL S SHOWN HTHED PROVIDE NEESSRY SHORING FOR SFE WORK DURING DEMOLITION REINSTTE WITH ONREE SL ND DROP PNELS TO MTH EXISTING R/ EXISTING RE FRME TO REMIN 000 PROJET NORTH EXISTING OPENINGS THROUGH SL, TYPIL EXISTING EM PL EH END OF W00 EM /w Ø EXPNSION NHORS MIN EMEENT = 0mm 0mm ONRETE SL f' = MPa LIGHTWEIGHT ONRETE (00 kg/m) mm DROPS EXISTING PIT TO E OVERED WITH NEW ONRETE SL ON STEEL DEK, TO E FLUSH WITH EXISTING SL PROVIDE ONRETE ON mm x 0 OMPOSITE STEEL DEK FRME OPENING WITH NEW WSETION EM ND Lx0x (LLV) T SL EDGE /w DI EXPNSION NHORS T 00 / NEW x OPENING SEE MEHNIL DRWING FOR LOTION NEW 0x0 OPENING SEE MEHNIL DRWING FOR LOTION 0 E /0/0 D /0/ /0/0 ISSUED FOR DESIGN DEVELOPMENT /0/ ISSUED FOR REVIEW /0/ detail no no du detail loation no sur no no no FOURTH FLOOR PLN QUTRIÈME ÉTGE Designed y onçu par Drawn y Reviewed y FOURTH FLOOR PRT PLN : 00 PLN PRTIEL D'ÉTGE U QUTRIÈME : 00 pproved y pprouvé par dministrateur de s x [RH] Projet no Drawing no R0000 S0 No du No du

4 QY PY OY NY MY LY KY JY HY GY FY 0 0 R PROJET 0 0 PROJET NORTH DRWING NO 00 LOTION OF EXISTING RE FRMES EXISTING x0 OPENING SEE MEHNIL DRWING FOR LOTION NEW x OPENING SEE MEHNIL DRWING FOR LOTION NEW 0x0 OPENING SEE MEHNIL DRWING FOR LOTION NEW 0x0 OPENING SEE MEHNIL DRWING FOR LOTION NEW 0Ø OPENING SEE MEHNIL DRWING FOR LOTION SN THE SL ND LOTE THE PENETRTION IN ORDER TO UT MXIMUM ONE OTTOM R IN EH DIRETION REMOVE EXISTING ONRETE PIERS MKE GOOD ONRETE SL TO MTH EXISTING SEE MEH FOR EXT LOTION REMOVE EXISTING DUTS & ONRETE UR MKE GOOD ONRETE SL TO MTH EXISTING SEE MEH FOR EXT LOTION 0 REMOVE EXISTING PER MKE GOOD ONRETE SL TO MTH EXISTING SEE MEH FOR EXT LOTION 0 00mm THIK HOUSE KEING PD USE LIGHTWEIGHT ONRETE (00kg/m³) SEE S00 FOR REINFORING PROVIDE LL NEESSRY SHORING FOR SFE WORK E /0/0 D /0/ /0/0 ISSUED FOR DESIGN DEVELOPMENT /0/ ISSUED FOR REVIEW /0/ detail no no du detail loation no sur no no no PENTHOUSE PLN NIVEU DE L'PPENTIS 0 Designed y onçu par PENTHOUSE PRT PLN : 00 PLN D'ÉTGE U NIVEU DE L'PPENTIS : 00 Drawn y Reviewed y pproved y pprouvé par dministrateur de s x [RH] Projet no Drawing no R0000 S0 No du No du

5 QY PY OY NY MY LY KY JY HY GY FY 0 0 DRWING NO DUTS WITH T LEST mm LER UNDER FROM TOP OF ROOF EXISTING 0 DE OWSJ TYPIL U/N STEEL FRMING FOR EXISTING ROOF TOP UNIT HSS xx STU OLUMN ±0 HIGH /w mm P ND SE PLTE TYP EXISTING EM T ROOF LEVEL R PROJET 0 0 NEW OPENING, SEE TYPIL DETILS FOR FRMING REQUIREMENT PLE OPENINGS WITHIN EXISTING EMS FUME EXHUST SYSTEM Pf=0 kn PROJET NORTH ROOF TOP UNITS Pf= kn ROOF TOP UNTIS Pf = kn 00 0 x 0 x 0 FUME EXHUST UNIT Pf= kn FUME EXHUST UNIT Pf=0 kn 0x DIGONL RING TYPIL U/N 0x 0x W0x* W0x* W0x* W0x* W0x* TYP 0x 0x 0x 0x 0x 0x 0x 0x 0x 0x 0x REINFORE EXISTING OWSJ SEE SETION ON S00 W00x* 0x TYP ONNET ETWEEN EXISTING OWSJ DUT SUPPORT Y MEHNIL ONTRTOR NEW METL GRTING /w EDGE NGLE WHERE REQUIRED Y MIS METL ONTRTOR 00 WIDE STEEL STIR Y MIS METL ONTRTOR 0 0 HSS 0x0x POST ( REQUIRED) 0 W0x* ** 0 STEEL LDDER Y MIS METL ONTRTOR HSS xx KNEE RE TYPIL 0 W0x* W0x* W0x* W0x* W00x* W00x* W00x* W00x* TYP W0x* W0x* W00x* W00x* W0x* W00x* W0x* W00x* W0x* W00x* W00x* W00x* W0x* W00x* W00x* W0x* TYP 00 W00x* W00x* W00x* W00 x* 0 W0x* 0 W00x* W00x* W00x* W00x* W00x* W0x* 0 00 HSS 0x0x POST ( REQUIRED) SEE PRTIL PLN /S00 FOR UPPER PLTFORM SEE PRTIL PLN /S00 FOR UPPER PLTFORM xx0 DIGONL RE LL EXTERIOR STRUTURL STEEL ND METL FRITIONS RE TO E GLVNIZED D /0/0 /0/ /0/0 ISSUED FOR DESIGN DEVELOPMENT /0/ detail no no du detail loation no sur no no no PENTHOUSE ROOF PLN NIVEU DE L'PPENTIS Designed y onçu par Drawn y PENTHOUSE ROOF PRT PLN : 00 * TOP OF STEEL ±0mm OVE EXISTING PH ROOF Reviewed y pproved y pprouvé par kpa 0kPa 0kPa kpa dministrateur de s x [RH] Projet no Drawing no R0000 S0 No du No du

6 KY JY MY LY DRWING NO 0 W00x W00x Lxx Lxx Lxx W00x W00x W00x W00x Lxx Lxx W00x Lxx W00x 0 0mm STIFFENER PLTE, OTH SIDES OF EM HSS 0x0x POST /w mm P PLTE ND SE PLTE NEW W0x SLEER EM OUTLINE OF NEW MEHNIL UNIT METL GRTING Y MIS METL ONTRTOR REMOVLE RILINGS Y MIS METL ONTRTOR TO E DESIGNED TO N 00 TYPIL T LL EDGES OF LL PLTFORMS ND STIRS W00 SEE PLN R PROJET 0 PROJET NORTH W00x Lxx W00x W00x W00x STEEL STIRS SEE RHITETURL DRWINGS FOR LOTION 0 W00x W00x Lxx Lxx Lxx W00x S00 SETION : 0 TYP W0x HSS xx STU OLUMN /w mm P ND SE PLTE HSS xx (f=tf= kn) EXISTING mm METL DEK EXISTING WF EM 000 W00x EXISTING WFOLUMN S0 UPPER PLTFORM PLN : 0 S0 UPPER PLTFORM PLN : 00 EXISTING mm OWSJ PROVIDE FULL SHIM PLTE LOKING T SE OF NEW HSS PROVIDE STIFFENER PLTES FOR EXISTING EM UNDER NEW HSS 0 EXISTING ONRETE SL EXISTING ONRETE EM PL EH END OF W0W00 EM /w Ø EXPNSION NHORS MIN EMEENT = 0mm UPPER PLTFORM LOWER PLTFORM 00 (SETION ) (SETION ) SETION REINFORE EXSITING OWSJ : LOWER PLTFORM Lx0x (LLV) /w Ø EXPNSION 00 / LL ROUND EXISTING PIT TO E OVERED WITH NEW ONRETE SL ON STEEL DEK, TO E FLUSH WITH EXISTING SL PROVIDE mm ONRETE ON mm x 0 OMPOSITE STEEL DEK FRME OPENING WITH NEW WSETION EM ND Lx0x (LLV) T SL EDGE /w Ø EXPNSION 00 / NEW THIRD FLOOR INFILL NEW FOURTH FLOOR INFILL 0M x 000 LONG R WELDED TO TOP ND OTTOM HORD OF EXISTING JOIST WITH STGGER WELDS T FTORED TENSION FORE OF 0kN Lxx WELDED TO EXISTING JOIST WE ( WES T EH JOIST) FOR Tf=f=kN STEEL LDDER Y MIS METL ONTRTOR SEE RHITETURL DRWINGS FOR LOTION /0/0 /0/ detail no no du detail loation no sur no no no 00 0 ROUGH ROOF S00 S00 SETION : 0 S00 SETION : 0 GY S00 SETION : 0 S00 SETION : 0 GY PRT PLN / SETIONS ND DETILS Designed y onçu par th FLOOR 0 th FLOOR 0 Drawn y Reviewed y pproved y pprouvé par dministrateur de s x [RH] S00 SETION : 0 NOTE: DTH OF EXISTING PIT LESS ON FOURTH FLOOR EQ EQ EQ S00 SETION : 0 Projet no Drawing no R0000 S00 No du No du

7 0 DRWING NO 0M DRILL & OXY 00mm INTO LEVEL SL TERMINTE IN NEW SL WITH 00mm LONG 0 HOOK (mm OVER FROM TOP OF SL) TYP 0 0 0M TIES + 0M 0mm STRTING 0mm FROM SL DRILL & OXY 0mm EMEENT w/ HILTI HY00 WITH SFE SET SYSTEM OLUMN TO E SNNED PRIOR TO DRILLING ROUGHEN EXISTING OLUMN SURFE TO mm MPLITUDE PRIOR TO POURING NEW ONRETE 0mm OVER TO TIES EXISTING ONRETE TO E STURTED SURFE DRY T TIME OF ONRETE POUR R PROJET 0 00 NEW ONRETE SELF ONSOLIDTING MPa NORML WEIGHT PROJET NORTH EXISTING mm x 0mm OLUMN 0M DRILL & OXY 00mm INTO LEVEL SL TERMINTE IN NEW SL WITH 00mm LONG 0 HOOK (mm OVER FROM TOP OF SL) S00 OL LY/ ETWEEN LEVEL & : 0 S00 OL KY/ ETWEEN LEVEL & : 0 S0 SETION : 0 S0 SETION : 0 SL REINFORING NOT SHOWN FOR LRITY 0M TIES + 0M 0mm STRTING 0mm FROM SL DRILL & OXY 0mm EMEENT w/ HILTI HY00 WITH SFE SET SYSTEM OLUMN TO E SNNED PRIOR TO DRILLING ROUGHEN EXISTING OLUMN SURFE TO mm MPLITUDE PRIOR TO POURING NEW ONRETE 0mm OVER TO TIES EXISTING ONRETE TO E STURTED SURFE DRY T TIME OF ONRETE POUR 00 REMOVED SL SEE PLN REINFORING NOT SHOWN FOR LRITY DO NOT UT REINFORING LY KY EXISTING EM TO REMIN LY KY JY 0 HIP SET INTO EXISTING EM DO NOT HIP ROUND EXISTING FRITION PERS MIN 00mm ROUND PER SE PLTES TO E LEFT UNHIPPED OUTLINE OF SL TO E REMOVED 0 TYP HIP HTHED RE DO NOT SWUT DO NOT UT EXISTING REINFORING HIPPED RE SEE PLN FOR EXTENT HIP EDGE OF SLIGHT NGLE NEW REINFORING EXISTING REINFORING RETIN SL ND EM REINFORING ND HIP ROUND EM REINFORING NOT SHOWN FOR LRITY 0 0 TYP EXPETED REINFORING PER ORIGINL STRUTURL DRWINGS SN TO ONFIRM EXISTING REINFORING LL ROUND TYPIL ONRETE SL RE TO E REMOVED 0 PROVIDE SW UT EDGE SW UT TO E mm DE DO NOT UT EXISTING REINFORING NEW mm REINFORED LIGHTWEIGHT (00 kg/m³) SL WITH mm DROP PNELS TO MTH EXISTING DROP PNELS TYPIL /0/0 /0/ detail no no du detail loation no sur no no no 0 0 LEVEL DEMO PRT PLN : 00 LEVEL EM REMOVL ND INFILL SOPE OF WORK REMOVE EMS ND SL IN RE SHOWN ON PLN HTHED RE TO E HIPPED, DO NOT UT REINFOREMENT IN THIS RE OLUMNS LY/ ND KY/ RE TO E REINFORED S SHOWN ON DRWINGS SL TO E INFILLED S SHOWN ON PLN WITH LIGHTWEIGHT ONRETE (00 kg/m) (f'= MPa) SHORING PLN PRRED Y ONTRTOR'S ENGINEER TO E PROVIDED PRIOR TO OMMENING FORMWORK ND SUMITTED TO R FOR REVIEW SHORE POSTS MY ONLY E PLED ON LEVEL, NO SHORE POSTS TO E PLED T LEVEL RE ELOW INFILL ON LEVEL MUST E FREE FROM NY LODS OTHER THN THE SHORE POSTS UNTIL THE SL HS REHED DY STRENGTH LEVEL REINFORING PRT PLN : 0 REINFORING PRT PLN / SETIONS ND DETILS Designed y Drawn y Reviewed y onçu par STEEL PLING ORDER TOP UL TOP LL pproved y pprouvé par dministrateur de s x [RH] OT UL OT LL Projet no Drawing no R0000 S0 No du No du

8 0 DRWING NO NEW 00mm GRNULR '' ND 00mm GRNULR '' OMPTED TO % STNDRD PROTOR DRY DENSITY PROVIDE IN 0MM LIFTS (MX) TYPIL GEOTEHNIL ENGINEER TO ONFIRM 0M 0mm 0M DD'L T& 00mm T& EW R PROJET 0 00 SPING w/ 00x00x SE PLTE /w M THREDED ROD WITH 00x00x WSHER PLTE & NUT MIN EMEENT 0mm PROJET NORTH EW mmØ REINFORED ONRETE PIER KEY PLN NTS S0 PD PLN : 00 0M LINE OF SWUT T EDGE OF OPENING TOPING TO E REMOVED TOPING HIPOUT ONRETE DO NOT UT/GE NY RS 0M T& U/N LINE DRILL ORNERS PRIOR TO SW UTTING LINE OF SW UT T EDGE OF OPENING DO NOT OVER UT FORM + POUR NEW SL EDGE ONRETE /w 0M TOP + OTTOM U/N 0 T PENTHOUSE LEVEL PROVIDE OND REK ND POUR STOP ND REINSTTE TOPPING NEW FENE SEE LNDSPE RH SEE DETIL ON S00 FOR PIER + POST DETILS 0 S0 TRNSVERSE SETION : 0 SEE LNDSPE RHITET + MEH DRWINGS FOR LOTION OF MEHNIL PD ONFIRM DIMENSION ON MEH DRWINGS ND OORDINTE w/ NEW EQUIPMENT MY /0/0 0 TYP 00 TYP 00 TYP 00 TYP 00 TYP detail no no du detail loation no sur no no no GROUND LEVEL 0 S0 0 S0 PD PLN : 0 REINFORING PRT PLN / SETIONS ND DETILS Designed y onçu par Drawn y 0 Reviewed y pproved y pprouvé par x [RH] S0 00Ø ELEVTION : 0 S0 SETION NEW : 0 0 MIN 00 (SIMILR T LEVEL UT NO TOPING SL) S0 0 MIN SETION REMOVLS : 0 00 (SIMILR T LEVEL UT NO TOPING SL) Projet no Drawing no R0000 S0 dministrateur de s No du No du