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DRAWING No.   | DRAWING NAME:   |\n| S0.0   | COVERPAGE   |\n|  | FOUNDATION PLAN   |\n| S20   | FOUNDATION DETAILS   |\n| S3.0   | SECOND FLOOR FRAMING PLAN   |\n|  | THIRD FLOOR FRAMING PLAN   |\n| S32   | ROOF FRAMING PLAN   |\n| S4.0   | TYPICAL FRAMING DETAILS   |\n|  | WALL SECTIONS   |\n| S41   | WALL SECTIONS   |\n\nSLAB4DECK LEGEND  \nMASONRY NOTES  \nSLAB LEGEND  \nALL STRUCTURAL ELEMENTS HAVE BEEN DESIGNED IN ACCORDANCE WITH CSA  \nLOADING SUMMARYDESIGN STANDARDSOATARSAO-B23-14.CSDEN2012.PARR⁴:SSRRCTUTRARLDESIGNe78475    ScerEsrecTuEsCAN/CSA-S136-16,DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERSSNOW,ICE AND RAIN LOADSAPPLIETAEROBCCPART 4,SECTION 4.1.6  \nSTANDARD S3741.1.ALMSONYCOONSTRORSIRNEISHARCINGIAADCYORGASHAELTEICSA  \n\n| COLUMN SCHEDULE   |  |  |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- | --- |\n| cOLUMN No.   |  | C2   |  | C4   | C5   | C6   |  |\n| CAPPLSIZE   | 300×30×19   | 6mm PL   | 300×300×19   | 300×300×19   | 300×300×19   | 300×300×19   |  |\n| COLUMNSIZE   | HSS152×152×9.5   | HSS273x6.4   | HSS178x178×16   | HSS127×127×6.4   | HSS152x152x8.0   | HSS203×203×9.5   |  |\n| BASEPL SZE   | B.PL.2   | B.PL.1   | B.PL.1   | B.PL.2   | B.PL.2   | B.PL.1   |  |\n| ANCHOR BOLT   | 4-250mm   | 4-25@0mm   | 4-250mm   | 4-250mm   | 4-25@mm   | 4-250mm   |  |\n| NOTES:   |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |\n\nWITH A179.  \n203H06LCOWcRRE POPPAST SLAB  \n⑤  \nbose  NE⁵oR¹E⁵No SEE  \nPLUS MASONRYLINE LOADS(10 kN/m²)  \nREFERCTO cRCHTECTOURAS SRaWNE PRDEFEALSTAMLXICATIoSPACING OF⁶00m  \nTRIM ALL OPENINGS WITH 2-15M BARS.  \nGROUT SHALL CONSIST OF ON ONE PART PORTLAND CEMENT,THREE PARTS SAND  \n  54H50CONcRERE PoPAISTSLAB    \n10MPa COMAPRESSVE STSRENGTHAT 28DAYS.SLUMPSHALBE200mm To250mmu.  \n0.9 (SLS)1.15(ULS)  \nPLUS MASONRY LINE LOADS(10kN/m²)  \nBELoCWLSARINGAPLANESHNALBCIGR SHUTLD SGROUTED SOLID.TWo BLOck coURSES  \n0.4kPa  \n1.07P2PEAGYSsPeERCUSus261762/5 T₀WIND LOADSAPPLIED PER OBC,PART 4,SECTION 4.1.7REFERENcE VEC  RESSUuEEoRSTRucTuBAL MEMERSREFERENCE VELOCITY PRESSURE FOR CLADDING &NON-STRUCTURAL MEMBERGUSTF0.32 Ps10 YEARPROBABILITY  \n5S YonDSTa8KBDKoM5KRY RKE ACKEo8E  \nGENERAL NOTES  \nrPo SAkHok oNcoNoO=3e⁸6SMu  \n305 HOLLOw CORE PRECAST SLAB  \nPLUS MASONRYLINE LOADS(10kN/m²)  \nSHALESOGNELCELDTHE DESIGNLCATESON THE DRAWINGS.CONSTRUCTIONLOADS  \n2.0       FOR WHOLE &MAIN STRUCTURAL MEMBERS205 FoR STERNAL PRESSReSLDING CLADINGSTRUCTURALTCOMMENTARY(PARTB),COMENTARYBC2070SEISMIC LOADS  \n254 HOLLOW CORE PRECAST SLAB  \nTHE COMPLETED STRUCTURE IS SHOWN ON THE DRAWINGS.THE CONTRACTOR  \nSHALL PROVIDE ALL TEMPORARY BRACING,SHORING AND ANY OTHER TEMPORARY  \n\n| G.W.D.FINLAY   |  |  |  |\n| --- | --- | --- | --- |\n| REVISIONS   |  |  | DATE   |\n|  |  |  |  |\n|  |  |  |  |\n|  |  |  |  |\n|  |  |  |  |\n|  |  |  |  |\n|  | ISSUED FOR TENDER   |  | 23-01-04□   |\n|  | ISSUED FORPERMT   |  | 22-08-26□   |\n|  | ISSUED   |  | DATE   |\n| o   |  |  |  |\n| CERTIFICATE OF PRACTICE\\#4292   |  |  |  |\n| OAKVILLE\\#3 PUBLIC  \u003Cbr>SCHOOL  \u003Cbr>235 wEATBomDe8   |  |  |  |\n| EGAL DESCRIPTION  \u003Cbr>PoonoF=AREGLSE FEeoF 0-T27   |  |  |  |\n| KALOS  \u003Cbr>ENGINEERING  \u003Cbr>300 cRk BRoDEGNI-2089T.LB⁸R 3k⁶   |  |  |  |\n| SNeLBPSNTEGLTSH  \u003Cbr>BURLINGTON,ON,L7R322  \u003Cbr>FAx905)335982   |  |  |  |\n| COVERPAGE   |  |  |  |\n| HOSSACK  \u003Cbr>&ASSOCIATES  \u003Cbr>ARCHITECTS   |  |  |  |\n|  |  | 22104   |  |\n|  |  |  |  |\n|  |  | S0.0   |  |\n|  |  |  |  |\n|  |  | 11/28/202211:24:02 AM   |  |\n| 随NTPATE   |  | T.201515106102IRevitMILTON10RY   |  |\n\ns  \noHo26M2LONoeNe YEoO8Hcoz9SMEsS501eRsE  \n\n| PIER SCHEDULE   |  |  |  |\n| --- | --- | --- | --- |\n| MARK   | SIZE   | REINFORCING   | T/O PIER ELEV.   |\n| P1   | 450x450   | 4-25M VERTS &10M @300 TIES   | -200   |\n| P2   | 600x600   | 8-25M VERTS &2-10M @300 TIES   | -200   |\n|  |  |  |  |\n|  |  |  |  |\n|  |  |  |  |\n\ncoNSTROC DIETNAESTURES NOTFULLYSHowNARE COMPARABLE TO SIMILAR  \n5-575EHRowo⁵ESosNHSOEHO  \n5  \n        300 HOLLOW CORE PRECAST SLAB          \nRHAMFERS,DEPRESS","cbCaif3s4PPKM10V","https://ap.wps.com/l/cbCaif3s4PPKM10V","pdf",20734263,"English","# Drawing List\n## Foundation Plan\n## Second Floor Framing Plan\n## Third Floor Framing Plan\n## Roof Framing Plan\n## Typical Framing Details\n## Wall Sections\n## Column Schedule\n## Slab Legend\n## Masonry Notes\n## Pier Schedule\n## Footing Schedule\n## General Notes","[{\"question\":\"What sections are listed in the drawing list?\",\"answer\":\"The drawing list includes coverpage, foundation plan, second-floor and third-floor framing plans, roof framing plan, typical framing details, and wall sections.\"},{\"question\":\"What schedules are provided for structural components?\",\"answer\":\"The document includes a column schedule, pier schedule, and footing schedule with sizes and reinforcement information.\"},{\"question\":\"What design standards or code references are stated?\",\"answer\":\"The notes reference Canadian structural design standards, including CSA provisions for cold-formed steel structural members and design loading items for snow, ice, and rain.\"}]","Structural Drawings - Reference Only | PDF",23]