*8$5'5$,/ $1&+25(' 72 &$67 ,1 3/$&( :$// $/80,1,80 6/$% &29(5 /$% RESIDENTIAL % & ) ' ( * + - . / 0 $/80,1,80 6/$% &29(5 6/23( 7 2 6/$% 6/23( 1 $ STACKED TOWNHOUSES Brampton TERRACE LEVEL % & ) ' ( * + - . / KOHN ARCHITECTS 08 0 6/23( 1 TERRACE LEVEL 2019 9(17(' 0(7$/ 62)),7 $/80,1,80 /289(56 ,1 :,1'2: :$// 6<67(0 9(17(' 0(7$/ 62)),7 &217 ; 5,*,' ,168/$7,21 Plot Area: 27300 sqm ('*( 2) (,)6 :$// %(<21' 350 TYP. 205 No. D07 1090 1683 44 962 CMD UP P30 1420 UP 1000 1000 1727 P34 4732 936 768 9(17(' 0(7$/ 62)),7 1000 P31 UP 3 UP 3 1 A5-012 C,F D,E,G,H,J,K 244.06 244.26 715 A7-010 B 243.86 L 244.16 M 243.96 N 243.76 T/O SLAB A 5 B C,F D,E,G,H,J,K L M A7-010 N $/80,1,80 /289(56 ,1 :,1'2: :$// 6<67(0 7(03(5(' */$66 *8$5'5$,/ CONT. 170X250 CONCRETE CURB PODIUM LEVEL 243.99 243.86 244.06 244.26 244.16 243.96 243.76 PODIUM LEVEL 723 02817(' 72 &21& 6/$% % & ) ' ( * + - . LEVEL P1 VARIAS T/O SLAB / 0 3 LANDSCAPE RETAINING T/O SLAB A CONT. 170X150 CONCRETE CURB 243.99 $ SA SA 3 3 % & ) ' ( * + - . / SA SA W14 3 W16 W14 1 1 B 243.86 C,F D,E,G,H,J,K 244.06 244.26 L 244.16 M 243.96 N 243.76 W16 1 W15 1 1 3 A5-012 SA 6/ LEVEL 2 W13 SIM. 1 SIM. 50 UP W11 1 C Cx 3 UP CONT. 170X250 CONCRETE CURB PODIUM LEVEL 305 1325 1665 50 DN 2525 525 525 3000 HEATED PLENUM 205 HEATED PLENUM Section Details LEVEL P1 VARIAS T/O SLAB 305 305 UNDERGROUND PARKING 2 1 3 3 W12 205 TYPICAL SECTION THROUGH WINDOW CMD SA 1 SA 3 2990 1270 DN 1680 2525 525 525 3000 4320 6090 . 1680 3000 3100 . . DN 1195 2600 1680 1 A5-011 2 A5-011 3 A5-011 T/O SLAB 0 3365 3210 3 2B 92.32 m² 994 ft² SA 3462 246.97 2 A5-012 UP 995 247.17 WALKWAY 3850 LEVEL P1 VARIAS 247.37 CMD UP 300 247.47 Wall Sections 1 LEVEL 3 7+(50$//< %52.(1 $/80,180 )5$0(6 :,7+ TYPICAL SECTION THROUGH BALCONY WINDOW PP ,168/$7(' */$66 2750 MIN. CEILING HEIGHT 3210 247.27 ME:C:\Users\ahabib\Documents\15 131_Heart Lake Residential_40_ahabib.rvt 3850 HEATED PLENUM % THERMALLY BROKEN ALUMINUM FRAMES WITH 25mm INSULATED GLASS SEE ELEVATIONS AND DOOR SCHEDULE PAVERS REFER TO LANDSCAPE DWG 9 T/O SLAB A 247.07 2A 86.58 m² 932 ft² 7 2 6/$% UP 1499 2190 15 LANDSCAPE RETAINING 247.20 UP 92.32 m² 994 ft² SA MAIN LEVEL THERMALLY BROKEN ALUMINUM FRAMES WITH 25mm INSULATED GLASS SEE ELEVATIONS AND WINDOW SCHEDULE 2780 1580 WALKWAY THERMALLY BROKEN ALUMINUM FRAMES WITH 25mm INSULATED GLASS SEE ELEVATIONS AND WINDOW SCHEDULE RETAINING WALL REFER TO STRUCTURE 243.99 3210 2350 VENTED METAL SOFFIT N 246.97 M 1680 1680 3 A5-010 2475 2 A5-010 525 525 4320 2525 DN 50 7(03(5(' */$66 *8$5'5$,/ 723 02817(' 72 &21& 6/$% 3000 6000 1680 1680 6000 SEAL 9(17(' 0(7$/ 62)),7 1320DN 1680 3000 4320 6000 DN 1195 2600 1 A5-010 1665 1325 305 205 305 205 3000 4320 3100 6000 6090 2990 305 PROJECT NORTH 36790 Project: HEART LAKE RESIDENTIAL 1 1X VANDYK GROUP TYPICAL SECTION AT EIFS WALL HEART LAKE ROAD BRAMPTON ONTARIO Drawing Title: WALL SECTIONS Drawn By: Author Checked By: Project No. Checker 15-131 Date Plotted: 2019-04-18 11:47:48 AM 1 Scale: 247.17 L ,*+7 247.37 C,F D,E,G,H,J,K 0,1 &(,/,1* +(,*+7 247.47 B UP 2B CMD 1 TEMPERED GLASS GUARDRAIL TOP MOUNTED TO CONC. SLAB T/O SLAB A 3210 247.27 3 7(03(5(' */$66 *8$5'5$,/ 723 02817(' 72 &21& 6/$% 3850 247.07 1.5% SLOPE 2750 MIN. CEILING HEIGHT 247.20 $ 575 7+(50$//< %52.(1 $/80,180 )5$0(6 :,7+ 0 1 PP ,168/$7(' */$66 LEVEL 2 6(( (/(9$7,216 $1' :,1'2: 6&+('8/( 6 A7-010 MAIN LEVEL 2200 / N B 1495 3 UP UP 900 246.97 M 1595 247.17 L 197 3 715 247.37 C,F D,E,G,H,J,K 247.47 ALUMINIUM SLAB COVER B rs\lksebati\Documents\15 131_Heart Lake Residential_40_lksebati.rvt 247.27 A 1.5% SLOPE 3210 & ) ' ( * + - . 247.07 T/O SLAB MAIN LEVEL VENTED METAL SOFFIT TEMPERED GLASS GUARDRAIL TOP MOUNTED TO CONC. SLAB ALUMINIUM SLAB COVER 3210 N 30 M 300 1 A4-110 1356 3 870 L 120 247.20 C,F D,E,G,H,J,K 3210 % B 900 T/O SLAB A 2750 MIN. CEILING HEIGHT TEMPERED GLASS GUARDRAIL TOP MOUNTED TO CONC. SLAB /$% 2750 MIN. CEILING HEIGHT THERMALLY BROKEN ALUMINUM FRAMES WITH 25mm INSULATED GLASS SEE ELEVATIONS AND WINDOW SCHEDULE 3210 2955 2750 MIN. CEILING HEIGHT 7(03(5(' */$66 *8$5'5$,/ 723 02817(' 72 &21& 6/$% ('*( 2) (,)6 :$// %(<21' THERMALLY BROKEN ALUMINUM FRAMES WITH 25mm INSULATED GLASS SEE ELEVATIONS AND WINDOW SCHEDULE 197 UP 3 VENTED METAL SOFFIT 300 1 8306 UP P30 P30 1401 300 2B 92.32 m² 994 ft² 3365 P31 P31 697 P34 1515 TERRACE LEVEL SA CMD UP 3446 SA 1000 DR 4 UP P31 D110A 3 1401 CA P30 17228 3640 P30 1495 1201 SA 1703 SM CMD D1 P30 P30 P30 3 990 3 D1 1249 693 SA 6/23( 979 1195 P31 1 LEGEND A SA SA P31 Ax 2467 3592 2A 86.58 m² 932 ft² 2955 P30 W12 SIM. 3365 P30 D07 3 ALUMINIUM LOUVERS IN WINDOW WALL SYSTEM Note 3 W14 VENTED METAL SOFFIT ALUMINIUM LOUVERS IN WINDOW WALL SYSTEM Date 1495 1000 0 3 D05 3963 1000 / SA 1145 P31 &217 ; 5,*,' ,168/$7,21 1.5% SLOPE 1 SIM. 1495 LEVEL 2 305 3365 N 250.19 1325 8322 M 250.39 1665 2467 L 250.58 50 DN 300 250.68 2525 300 C,F D,E,G,H,J,K 250.48 525 181 255 B 250.28 525 181 250.41 1401 P30 1778 2380 575 T/O SLAB A LEVEL 2 1703 1412 P30 990 P30 4 3210 575 TEMPERED GLASS GUARDRAIL TOP MOUNTED TO CONC. SLAB A7-010 N 250.19 255 30 M 250.39 2475 9(17(' 0(7$/ 62)),7 4 L 250.58 693 & ) ' ( * + - . 3 D1 250.68 SA CMD 1 540 TYP. SA 1210 2B 92.29 m² 993 ft² % P30 P30 4 C,F D,E,G,H,J,K 250.48 P31 4880 $ 3 211D 1 1.5% SLOPE 996 LEVEL 3 1320 DN W16 3976 3 943 N 253.39 UP 7 B 250.28 ALL DRAWINGS ARE THE PROPERTY OF T REQUEST. $/80,1,80 6/$% &29(5 D1 2750 MIN. CEILING HEIGHT 7 2 6/$% P30 2 M 253.59 1680 TYPICAL 2A UNIT DIMENSIONS 1 1 T/O SLAB A COPYRIGHT OF THIS DRAWING AND THE D ARCHITECT. THE DRAWINGS AND ALL ASS OF SERVICE BY KOHN ARCHITECTS INC. T CONTAINED THEREIN MAY NOT BE REPRO PRIOR WRITTEN PERMISSION OF THE KOH 205 3000 D1 150 TYP. THERMALLY BROKEN ALUMINUM FRAMES WITH 25mm INSULATED GLASS SEE ELEVATIONS AND WINDOW SCHEDULE 250.41 305 D05 4 L 253.79 1680 W15 9 2380 W13 3 VENTED METAL SOFFIT $/80,1,80 /289(56 ,1 :,1'2: :$// 6<67(0 1.5% SLOPE LEVEL 2 W15 P30 350 TYP. 253.89 TEMPERED GLASS GUARDRAIL TOP MOUNTED TO CONC. SLAB ALUMINIUM SLAB COVER W13 D1 C,F D,E,G,H,J,K 253.69 1320 DN W11 D07 B 253.49 2475 1 D0 N 250.19 253.62 525 1 7 M 250.39 6/23( 1090 A LEVEL 3 525 1 D1 L 250.58 T/O SLAB N 253.39 2990 UP 1 4 250.68 1 D1 C,F D,E,G,H,J,K 250.48 3 1145 M 253.59 2475 D1 L 253.79 1320 DN Note 581 253.89 1680 1 B 250.28 Date D1 T/O SLAB A 1680 9 11 A7-010 TEMPERED GLASS GUARDRAIL TOP MOUNTED TO CONC. SLAB 250.41 No. 2932 C,F D,E,G,H,J,K 253.69 COPYRIGHT 2005 KOHN ARCHITECTS INC. 305 3100 3000 2 A4-110 UP 4612 B 253.49 4320 ALL DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MUST BE RETURNED ON REQUEST. EDGE OF EIFS WALL BEYOND THERMALLY BROKEN ALUMINUM FRAMES WITH 25mm INSULATED GLASS SEE ELEVATIONS AND WINDOW SCHEDULE 1320 DN COPYRIGHT OF THIS DRAWING AND THE DESIGN INTENT IS RESERVED BY THE ARCHITECT. THE DRAWINGS AND ALL ASSOCIATED DOCUMENTS ARE AN INSTRUMENT OF SERVICE BY KOHN ARCHITECTS INC. THE DRAWINGS AND THE INFORMATION CONTAINED THEREIN MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN PERMISSION OF THE KOHN ARCHITECTS INC. 700 T/O SLAB A ALUMINIUM LOUVERS IN WINDOW WALL SYSTEM EDGE OF EIFS WALL BEYOND 2475 D0 ALUMINIUM LOUVERS IN WINDOW WALL SYSTEM 525 COPYRIGHT 2005 KOHN ARCHITECTS INC. TEMPERED GLASS GUARDRAIL TOP MOUNTED TO CONC. SLAB TERRACE LEVEL 7+(50$//< %52.(1 $/80,180 )5$0(6 :,7+ PP ,168/$7(' */$66 6(( (/(9$7,216 $1' :,1'2: 6&+('8/( 9(17(' 0(7$/ 62)),7 253.62 6090 1680 3000 1755 2380 TEMPERED GLASS GUARDRAIL TOP MOUNTED TO CONC. SLAB 1.5% SLOPE VENTED METAL SOFFIT 1680 4 3210 2750 MIN. CEILING HEIGHT 2385 ALUMINIUM SLAB COVER LEVEL 3 1 525 NO INVESTIGATION HAS BEEN UNDERTAKEN OR REPORTED ON THIS OFFICE IN REGARDS TO THE ENVIRONMENTAL CONDITIONS OR POLLUTIONS OF THIS SITE. 1368 N 253.39 0 2525 DN TYPICAL 2B UNIT DIMENSIONS ISSUE DATES AND DISTRIBUTION LOG D05 M 253.59 540 TYP. 50 SA 575 L 253.79 TERRACE LEVEL 1665 413 253.89 150 TYP. 1.5% SLOPE N 256.60 1325 1000 C,F D,E,G,H,J,K 253.69 M 256.80 3210 B 253.49 L 257.00 CONT. 75X650 RIGID INSULATION 225 30 T/O SLAB A / 15 253.62 TEMPERED GLASS GUARDRAIL TOP MOUNTED TO CONC. SLAB 257.10 6/23( 255 & ) ' ( * + - . C,F D,E,G,H,J,K 256.90 EDGE OF EIFS WALL BEYOND THERMALLY BROKEN ALUMINUM FRAMES WITH 25mm INSULATED GLASS SEE ELEVATIONS AND WINDOW SCHEDULE 555 % B 256.70 VENTED METAL SOFFIT $/80,1,80 6/$% &29(5 ('*( 2) (,)6 :$// %(<21' EDGE OF EIFS WALL BEYOND LOCATIONS OF EXPOSED MECHANICAL O FIXTURES ARE INDICATED ON ARCHITECT OVER THE MECHANICAL AND ELECTRICAL LOCATED, TO BE LOCATED AS DIRECTED 232 A 256.83 CONT. 75X650 RIGID INSULATION CONT. 75X650 RIGID INSULATION THERMALLY BROKEN ALUMINUM FRAMES WITH 25mm INSULATED GLASS SEE ELEVATIONS AND WINDOW SCHEDULE THE ARCHITECT BEARS NO RESPONSIBILI DOCUMENTS BY THE CONTRACTOR. UPON WILL PROVIDE WRITTEN OR GRAPHIC CLA INFORMATION REGARDING THE INTENT O 7X 923 VENTED METAL SOFFIT 3000 2 1.5% SLOPE TERRACE LEVEL ALUMINIUM LOUVERS IN WINDOW WALL SYSTEM CONTRACTOR SHALL VERIFY AND CHECK PRIOR TO STARTING ANY OF THE WORK A ARCHITECT AND CONSULTANTS BEFORE CONFORM TO ALL APPLICABLE CODES AN JURISDICTION PERTAINING TO THIS APPL 7 NO INVESTIGATION HAS BEEN UNDERTAK REGARDS TO THE ENVIRONMENTAL COND D1 N 256.60 6/ LEVEL 3 6000 4320 3116 M 256.80 ALL DIMENSIONS ARE GIVEN IN MILLIMETR DO NOT SCALE DRAWINGS. 6 6000 4320 3000 D05 L 257.00 1680 9 257.10 3000 1680 D0 C,F D,E,G,H,J,K 256.90 5 6000 4320 D05 B 256.70 VENTED METAL SOFFIT ALUMINIUM LOUVERS IN WINDOW WALL SYSTEM 4 6000 3100 2558 A 256.83 TERRACE LEVEL 305 0,1 &(,/,1* +(,*+7 1.5% SLOPE N 256.60 THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE INTERPRETATION OF THESE DOCUMENTS BY THE CONTRACTOR. UPON WRITTEN APPLICATION THE ARCHITECT WILL PROVIDE WRITTEN OR GRAPHIC CLARIFICATION AS SUPPLEMENTARY INFORMATION REGARDING THE INTENT OF THE CONTRACT DOCUMENTS. 2750 MIN. CEILING HEIGHT M 256.80 Kohn Partnership Architec 116 Spadina Avenue, Suite 5 Tel 416.703.6700 www.kohna 1 LOCATIONS OF EXPOSED MECHANICAL OR ELECTRICAL DEVICES, FITTINGS AND FIXTURES ARE INDICATED ON ARCHITECTURAL DRAWINGS. WHICH SHALL GOVERN OVER THE MECHANICAL AND ELECTRICAL DRAWINGS. THOSE ITEMS NOT CLEARLY LOCATED, TO BE LOCATED AS DIRECTED BY THE ARCHITECT. 2% SLOPE 2750 MIN. CEILING HEIGHT L 257.00 0 ISSUE DATES AND DISTRIBUTIO 205 255 257.10 / DO NOT SCALE DRAWINGS. T/O SLAB 3210 C,F D,E,G,H,J,K 256.90 & ) ' ( * + - . 3 6090 CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND CONDITIONS ON SITE PRIOR TO STARTING ANY OF THE WORK AND REPORT ANY DISCREPANCY TO THE ARCHITECT AND CONSULTANTS BEFORE PROCEEDING. CONSTRUCTION MUST CONFORM TO ALL APPLICABLE CODES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION PERTAINING TO THIS APPLICATION. EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) ALUMINIUM SLAB COVER 2% SLOPE B 256.70 % 36790 305 Kohn Partnership Architects Inc. 116 Spadina Avenue, Suite 501, Toronto ON M5V 2K6 205 305 2990 Tel 416.703.6700 www.kohnarchitects.com A7-010 ALUMINIUM SLAB COVER T/O SLAB 2 ALL DIMENSIONS ARE GIVEN IN MILLIMETRES UNLESS OTHERWISE INDICATED. TEMPERED GLASS GUARDRAIL ANCHORED TO CAST IN PLACE WALL 2% SLOPE 1 1X 4 3210 A 256.83 3210 7(03(5(' */$66 *8$5'5$,/ $1&+25(' $/80,1,80 /289(56 ,1 72 &$67 ,1 3/$&( :$// :,1'2: :$// 6<67(0 ALUMINIUM SLAB COVER 7 2 6/$% $ TEMPERED GLASS GUARDRAIL ANCHORED TO CAST IN PLACE WALL T/O SLAB % 7(03(5(' */$66 *8$5'5$,/ 723 02817(' 72 &21& 6/$% 1100 3210 1096 0 255 / 3210 & ) ' ( * + - . 2750 MIN. CEILING HEIGHT % 2750 MIN. CEILING HEIGHT /$% - Draft plans and wall sections for 60% and 90% building permit architecture set. - Assist in drawings coordination with mechanical consultants to identify bulkheads locations, louvers, 7(03(5(' */$66 *8$5'5$,/ plumbing walls and furring walls. 723 02817(' 72 &21& 6/$% - Assist in coordination with structural engineers to identify locations of columns, foundation walls & sheer walls. - Draw assemblies of walls, floors, roofs & ceilings 1 in schedules and tag each element in plans and LEVEL 3 sections accordingly. - Identify drainage $ system components: roof slopes, roof drains, building scuppers & canopy scuppers. Applications: Building permit 7+(50$//< %52.(1 $/80,180 )5$0(6 :,7+ PP ,168/$7(' */$66 6(( (/(9$7,216 $1' :,1'2: 6&+('8/( Responsibilities: 0,1 &(,/,1* +(,*+7 Role: Intern Architect assisting Project Manager 1 : 25 Drawing No.: TRUE NORT Project: 2 3 7 2 6/$% $ Main Level & ) ' ( * + - . 4 % 5 6 7 7X HEART LAKE VANDYK GROUP / 0 1 HEART LAKE ROAD BRAMPTON LEVEL 3 6/2 FLOOR PLAN Drawing Title: (L) Drawn By: C Author C Date Plotted: 2019-04-18 11:16:50