THE ARTIST LIVE + WORK LOFTS
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- Barbra Miles
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1 THE ARTIST LIVE + WORK LOFTS
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6 2 3 4 x y 2x 3x 3y 4x Construction orth True orth A 5000 General otes: 4000 A Drawings are meant to be read, and not scaled Dimensions to be verified on site Contractors must check and verify all dimensions All drawings remain the property of R.V. B 5958 C 2868 C C2 D o. Issues/Revisions Project ame: 4500 E Sheet ame: 5TH FLOOR PLA A06 5TH FLOOR PLA :00 Issued : YUE LI 2/2/206 0 Scale: :00 Drawing o.: A06
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8 2 3 4 x y 2x 3x 3y 4x Construction orth True orth A 5000 General otes: 4000 A Drawings are meant to be read, and not scaled Dimensions to be verified on site Contractors must check and verify all dimensions All drawings remain the property of R.V. B 5958 C 2868 C C2 D o. Issues/Revisions Project ame: 4500 E Sheet ame: 6TH FLOOR PLA A07 6TH FLOOR PLA :00 Issued : YUE LI 2/2/206 0 Scale: :00 Drawing o.: A07
9 Footing Schedule F Strip Footing 900mm wide, 300mm deep Below all foundation walls. Pad Footing - Columns 2500mm x 2500mm, 600mm deep Below interior columns supporting three (3) storeys and above. F3 Pad Footing - Columns 900mm x 900mm, 400mm deep Below interior columns supporting two (2) storeys. F4 Pad Footing - Columns 700mm x 700mm, 350mm deep Below interior columns supporting one () storeys. F5 Pad Footing - Columns 750mm x 750mm, 350mm deep Below typical columns around the perimeter. F6 Pad Footing - Columns 500mm x 500mm, 350mm deep Below typical columns around the perimeter that support only one () storey. one Required Piers Design as follows, to integrate with ground floor concrete structure 550mm x 550mm Typical for all columns. one Required Foundation Wall 400mm thickness Under all perimeter walls. Pier/ Column Schedule P 600 x 600 P2 400 x 400 otes. All wall reinforcement to be continuous through columns (Typical) 2. ALL COLUMS ARE 200 x 200 x 4300mm 3. Base Plates 400x500x25 WITH mm Threaded Bar 500mm long Epoxy Grouted into Pier x y 2 3 2x 2y 3x 3y 4x 4 Construction orth True orth 2500 P 200mm CHECK I FOUDATIO W/ 80mm DEEP DEPRESSIO P A General otes: Drawings are meant to be read, and not scaled Dimensions to be verified on site Contractors must check and verify all dimensions All drawings remain the property of R.V. 200mm CHECK I FOUDATIO W/ 80mm DEEP DEPRESSIO 300 POURED COC. WALL TYP. U/. P A P P 200mm CHECK I FOUDATIO W/ 80mm DEEP DEPRESSIO P P B 300 POURED COC. WALL TYP. U/. P 300 POURED COC. WALL TYP. U/. 300 POURED COC. WALL TYP. U/. P C C o. Issues/Revisions Project ame: 200mm CHECK I FOUDATIO W/ 80mm DEEP DEPRESSIO 300 POURED COC. WALL TYP. U/. C2 P 200mm CHECK I FOUDATIO W/ 80mm DEEP DEPRESSIO 200mm CHECK I FOUDATIO W/ 80mm DEEP DEPRESSIO D P P P E Sheet ame: ST STRUCTURE PLA 300 POURED COC. WALL TYP. U/. Issued : YUE LI 2/2/206 0 Scale: :00 S0 ST FLOOR STRUCTURE PLA :00 Drawing o.: S0
10 2 3 4 x y 2x 2y 3x 3y 4x Construction orth True orth A 5000 General otes: 4000 A Drawings are meant to be read, and not scaled Dimensions to be verified on site Contractors must check and verify all dimensions All drawings remain the property of R.V. B 5958 C 2868 C C2 D o. Issues/Revisions Project ame: 4500 E Sheet ame: 2D STRUCTURE PLA S02 2D FLOOR STRUCTURE PLA :00 Issued : YUE LI 2/2/206 0 Scale: :00 Drawing o.: S02
11 2 3 4 x y 2x 2y 3x 3y 4x Construction orth True orth A 5000 General otes: 4000 A Drawings are meant to be read, and not scaled Dimensions to be verified on site Contractors must check and verify all dimensions All drawings remain the property of R.V. B 5958 C 2868 C C2 D o. Issues/Revisions Project ame: 4500 E Sheet ame: 3RD STRUCTURE PLA S03 3RD FLOOR STRUCTURE PLA :00 Issued : YUE LI 2/2/206 0 Scale: :00 Drawing o.: S03
12 2 3 4 x y 2x 2y 3x 3y 4x Construction orth True orth A 5000 General otes: 4000 A Drawings are meant to be read, and not scaled Dimensions to be verified on site Contractors must check and verify all dimensions All drawings remain the property of R.V. B 5958 C 2868 C C2 D o. Issues/Revisions Project ame: 4500 E Sheet ame: 4TH STRUCTURE PLA S04 4TH FLOOR STRUCTURE PLA :00 Issued : YUE LI 2/2/206 0 Scale: :00 Drawing o.: S04
13 2 3 4 x y 2x 2y 3x 3y 4x Construction orth True orth A 5000 General otes: 4000 A Drawings are meant to be read, and not scaled Dimensions to be verified on site Contractors must check and verify all dimensions All drawings remain the property of R.V. B 5958 C 2868 C C2 D o. Issues/Revisions Project ame: 4500 E Sheet ame: 5TH STRUCTURE PLA S05 5TH FLOOR STRUCTURE PLA :00 Issued : YUE LI 2/2/206 0 Scale: :00 Drawing o.: S05
14 2 3 4 x y 2x 2y 3x 3y 4x Construction orth True orth A 5000 General otes: 4000 A Drawings are meant to be read, and not scaled Dimensions to be verified on site Contractors must check and verify all dimensions All drawings remain the property of R.V. B 5958 C 2868 C C2 D o. Issues/Revisions Project ame: 4500 E Sheet ame: 6TH STRUCTURE PLA S06 6TH FLOOR STRUCTURE PLA :00 Issued : YUE LI 2/2/206 0 Scale: :00 Drawing o.: S06
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17 A METAL ROOF CAP FLASHIG 320 WOOD BLOCKIG T.O.S. ROOF T.O.S 3RD TYPICAL FLOOR REPEATED FOR FLOORS X00 CAT STRIP STEEL AGLE TYP. FLASHIG W/ SEALAT WHERE APPLICABLE TYP. BRACKETS PIED TO STEEL STRUCTURE SUPPORTIG COC. PAEL 30 RESIDETIAL UIT FLOOR FIISH: CARPET TILE ASPHALT ROOF SHIGLE AIR/MOISTURE BARRIER 2X50 RIGID ISULATIO 6 MIL VAPOUR BARRIER 38X0.76 THICK STEEL DECKIG W/ 00 POURED COC. STEEL BEAM 285 PLEUM SPACE (UDERSIDE OF BEAM) 6 DRYWALL CEILIG 50 PRECAST COCRETE PAEL 45 AIR SPACE 50 RIDGE ISULATIO 2.5 SHEATHIG 6MIL AIR BARRIER 50 COLD FORMED STEEL STUDS W/ BATT ISULATIO 6MIL VAPOUR BARRIER 3 GYPSUM WALL BOARD 2.5 FIISH FLOOR 38X0.76 THICK STEEL DECKIG W/ 00 POURED COC. STEEL BEAM 285 PLEUM SPACE (UDERSIDE OF BEAM) 6 DRYWALL CEILIG Construction orth General otes: True orth Drawings are meant to be read, and not scaled Dimensions to be verified on site Contractors must check and verify all dimensions All drawings remain the property of R.V. 285 W460X52 STEEL BEAM TYP. 50X50 HSS 4500 T.O.S 2D TYP. 2 LAYERS OF 3 GWB FOR 2 HR SEPARATIO STEEL AGLE RESIDETIAL UIT FLOOR FIISH: CARPET TILE FIISH FLOOR 250 POURED COC. REIFORCED SUSPEDED SLAB W/ 225X450 EDGE BEAM 500 PLEUM SPACE 50 PEIFS MEMBRAE 50 RIDGE ISULATIO AIR BARRIER AIR BARRIER 2.5 SHEATHIG 50 COLD FORMED STEEL STUDS W/ BATT ISULATIO 6MIL VAPOUR BARRIER 3 GYPSUM WALL BOARD o. Issues/Revisions Project ame: UDERGROUD PARKIG 0.0 T.O.S GRD 2% DRAIIG SLOP FLOOR FIISH: COCRETE Sheet ame: 6% RAMP SLOPE WALL SECTIO C EXPASIO JOIT EARTH 2.5 FIISH FLOOR 50 POURED COC. SLAB YUE LI - T.O.S P3 PARKIG WEEPER TILE 25 DRAIAGE MAT 400 POURED COC. WALL S203 WALL SECTIO C :20 Issued : Drawing o.: 2/2/206 0 Scale: :20 S203
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