RESIDENTIAL KOHN ARCHITECTS 05 $ STACKED TOWNHOUSES Brampton 7(03(5(' */$66 *8$5'5$,/ $1&+25(' 72 &$67 ,1 3/$&( :$// 2019 (;7(5,25 ,168/ ),1,6+ 6<67(0 ( $/80,1,80 6/$% &29(5 7 2 6/$% $ % & ) ' ( * + - . / 0 1 6/2 $/80,1,80 6/$% &29(5 6/23( 7 2 6/$% 6/23( $ TERRACE LEVEL Plot Area: 27300 sqm % & ) ' ( * + - . / 0 6/23( 1 TERRACE LEVEL Role: Intern Architect assisting Project Manager 9(17(' 0(7$/ 62)),7 $/80,1,80 /289(56 ,1 :,1'2: :$// 6<67(0 9(17(' 0(7$/ 62)),7 Applications: Building permit &217 ; 5,*,' ,168/$7,21 L 247.37 M 247.17 N 246.97 1.5% SLOPE VENTED METAL SOFFIT THERMALLY BROKEN ALUMINUM FRAMES WITH 25mm INSULATED GLASS SEE ELEVATIONS AND WINDOW SCHEDULE $/80,1,80 /289(56 ,1 15 LANDSCAPE RETAINING C,F D,E,G,H,J,K 244.06 244.26 715 A7-010 B 243.86 L 244.16 M 243.96 N 243.76 T/O SLAB A CONT. 170X250 CONCRETE CURB PODIUM LEVEL 243.99 :,1'2: :$// 6<67(0 7(03(5(' */$66 *8$5'5$,/ 723 02817(' 72 &21& 6/$% 5 B 243.86 C,F D,E,G,H,J,K 244.06 244.26 L 244.16 M 243.96 A7-010 N 243.76 PODIUM LEVEL B 247.07 247.27 247.37 247.17 246.97 MAIN LEVEL T: 416-703-6700 F: 416-703-6704 EMAIL: info@kohnarchitects.com WALKWAY T: F: EMAIL: 243.99 B 243.86 C,F D,E,G,H,J,K 244.06 244.26 L 244.16 M 305 T/O SLAB LEVEL P1 VARIAS TYPICAL SECTION THROUGH BALCONY WINDOW 3 T/O SLAB $/80,1,80 /289(56 ,1 TYPICAL SECTION THROUGH WINDOW LEVEL P1 VARIAS 2 T/O SLAB 305 1665 305 HEATED PLENUM $ SA SA W14 DN 2525 525 523 DN1197 4320 2 1680 HEART LAKE RESIDENTIAL VANDYK GROUP HEART LAKE ROAD ONTARIO Drawing Title: WALL SECTIONS Drawn By: Checked By: Project No. Author Checker 15-131 Date Plotted: 2019-04-18 11:47:48 AM Scale: 1 : 25 Drawing No.: $ SHEET NUMBER % 2 300 1515 196 8306 17228 2 2B CMD 92.32 mÂ² 994 ftÂ² SA NAME ADDRESS CITY. PROVINCE SA POSTAL CODE SA W15 T: W13 F: EMAIL: SIM. 2 GEOTECHNICAL CONSULTANT: 3 A5-012 3 6/23( SIM. W11 2 WSP CANADA INC. 100 COMMERCE VALLEY DRIVE W FLOOR MARKHAM, ONTARIO L3T 0A1 T: 905-882-1100 C F: 905-882-0055 Cx 3 9(17(' 0(7$/ 62)),7 7(03(5(' */$66 *8$5'5$,/ 723 02817(' 72 &21& 6/$% 525 523 4320 6000 20-Site Plan Approval Site Plan Submission A0 00 COVER SHEET A1 01 SHADOW STUDY A2 01 FLOOR PLANS A4 00 ELEVATIONS-BLOCK TYPE 1 A4 01 ELEVATIONS-BLOCK TYPE 2 A4 02 ELEVATIONS-BLOCK TYPE 2 A4 03 ELEVATIONS-BLOCK TYPE 3 A4 04 ELEVATIONS-BLOCK TYPE 4 A4 10 SECTIONS DN1197 2600 3000 4320 1680 1680 36790 4 0 1680 1 â– Main Level â– â– â– â– â– â– â– â– â– â– â– 3 A5-010 2600 1680 2 A5-010 523 525 2575 1 A5-010 DN 1665 1325 305 205 305 205 3000 4320 6000 6090 305 Project: 5 LEVEL 3 â– â– 1 A5-011 1197DN 3000 6000 SHEET NAME & ) ' ( * + - . / B &217 ; 5,*,' ,168/$7, STRUCTURAL CONSULTANT: T: 416.449.7767 F: 416.449.1803 EMAIL: contact@mbtw.com W16 2 A5-011 2525 1680 3 UP UP MBTW GROUP 255 Wicksteed, UNIT 1A SA 1 TORONTO, ONTARIO 3 LEVEL 2 3 M4H 1G8 2 DN 1270 6000 2 196 1 A5-012 UP 2 A4-060 1680 1680 7 2 6/$% 6090 1 1X 300 2467 3 2 A5-012 LANDSCAPE CONSULTANT: 0 SA 3446 D05 3976 UP W14 2600 3020 SEAL 1 3 UP 3 SA MASONGSONG ASSOCIATES SUITE 201 / %7800 KENNEDY & ) ROAD, ' ( * + - . MARKHAM, ONTARIO 3 3 L3R 2C7 T: (905) 944-0162 F: (905) 944-0165 2 . TYPICAL SECTION AT EIFS WALL UP 3 02817(' 72 &21& 6/$% CMD W16 2 50 300 979 2A SITE SERVICING AND GRADING CONSULTANT: 7 2 6/$% . . BRAMPTON 3 923 9 D0 UP 86.58 mÂ² 932 ftÂ² SA 3070 Section Details 1 A4-060 1000 1495 4 211D 1 UP CMD T: F: EMAIL: 1325 3850 3850 3850 LEVEL 3 7+(50$//< %52.(1 $/80,180 )5$0(6 :,7+ Wall Sections PP ,168/$7(' */$66 6(( (/(9$7,216 $1' :,1'2: 6&+('8/( 1356 9(17(' 0(7$/ 62)),7 3 A5-011 Project: 768 VANDYK GROUP OF COMPANIES 3 ,1 &(,/,1* +(,*+7 UNDERGROUND PARKING 2200 1 0 936 DRAWING LIST (SPA SET) 350 TYP. LEVEL P1 VARIAS / :\Users\lksebati\Documents\15 131_Heart Lake Residential_40_lksebati.rvt ME:C:\Users\ahabib\Documents\15 131_Heart Lake Residential_40_ahabib.rvt HEATED PLENUM HEATED PLENUM & ) ' ( * + - . 1420 4 D1 1727 P34 4732 2955 1000 P31 UP NAME ADDRESS CITY. PROVINCE POSTAL CODE W12 205 % 2 UP P30 D 232 14 1778 (SITE PLAN APPROVAL) CONT. 170X250 CONCRETE CURB PODIUM LEVEL CMD UP TERRACE LEVEL 1944 FOWLER DRIVE, MISSISSAUGA 7(03(5(' */$66 *8$5'5$,/ 723 THERMALLY BROKEN ALUMINUM FRAMES WITH 25mm INSULATED GLASS SEE ELEVATIONS AND WINDOW SCHEDULE N 243.76 UP SA 1000 3000 7 2 6/$% 1 P30 UP 243.96 92.32 mÂ² 6/23( 994 ftÂ² 3365 P31 2 6/23 2B D1 1145 4 1401 2B 3 1000 P30 1495 1090 0 1401 P30 3365 D07 2526 1122 D1 1659 ELECTRICAL CONSULTANT: 205 $ 1703 3 SA $/80,1,80 6/$% &29(5 990 3 92.32 mÂ² 994 ftÂ² CMD SA 1495 3116 D05 D05 3963 1412 4912 693 D1 2 CMD UP 943 3210 / SA UP LANDSCAPE RETAINING T/O SLAB A CONT. 170X150 CONCRETE CURB 247.47 & ) ' ( * + - . 3 8322 2750 MIN. CEILING HEIGHT 3210 3210 2750 MIN. CEILING HEIGHT 247.20 THERMALLY BROKEN ALUMINUM FRAMES WITH 25mm INSULATED GLASS SEE ELEVATIONS AND DOOR SCHEDULE PAVERS REFER TO LANDSCAPE DWG 9 T/O SLAB A T/O SLAB A 2190 RETAINING WALL REFER TO STRUCTURE 243.99 2350 A7-010 MAIN LEVEL 1195 P31 P34 3 (;7(5,25 ,168/$7 ),1,6+ 6<67(0 (, 247.47 1727 UP SA A 9(17(' 0(7$/ 62)),7 6 HEART L 6/23( 7 7X VANDYK GRO C,F D,E,G,H,J,K 247.27 4841 3 LEGEND Ax 300 B 247.07 2780 1580 WALKWAY T/O SLAB A 247.20 % D110A 3 3592 2A P30 3 SA 1213 86.58 mÂ² 932 ftÂ² 2 NAME ADDRESS CITY. PROVINCE POSTAL CODE 2750 MIN. CEILING HEIGHT 900 KOHN PARTNERSHIP ARCHITECTS INC. 116 SPADINA AVENUE. SUITE 501 C,F D,E,G,H,J,K L M N TORONTO. ONTARIO M5V 2K6 W12 SIM. SA P31 P30 3 MECHANICAL CONSULTANT: 1595 VENTED METAL SOFFIT 3210 2750 MIN. CEILING HEIGHT 2955 & ) ' ( * + - . 1.5% SLOPE MAIN LEVEL 1249 1213 715 ALUMINIUM SLAB COVER 575 % TEMPERED GLASS GUARDRAIL TOP MOUNTED TO CONC. SLAB 3210 N 246.97 3210 M 247.17 $ 6 30 L 247.37 ARCHITECTURAL CONSULTANT: 870 247.47 ALUMINIUM SLAB COVER 2750 MIN. CEILING HEIGHT $ C,F D,E,G,H,J,K 247.27 120 B 247.07 7+(50$//< %52.(1 $/80,180 )5$0(6 :,7+ / 0 1 PP ,168/$7(' */$66 6(( (/(9$7,216 $1' :,1'2: 6&+('8/( LEVEL 2 $ P30 UP TEMPERED GLASS GUARDRAIL TOP MOUNTED TO CONC. SLAB 3210 T/O SLAB A 247.20 TEMPERED GLASS GUARDRAIL TOP MOUNTED TO CONC. SLAB 900 7 2 6/$% THERMALLY BROKEN ALUMINUM FRAMES WITH 25mm INSULATED GLASS SEE ELEVATIONS AND WINDOW SCHEDULE 3104 7 2 6/$% P31 VENTED METAL SOFFIT ALUMINIUM LOUVERS IN WINDOW WALL SYSTEM 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 P31 P30 &217 ; 5,*,' ,168/$7,21 1.5% SLOPE LEVEL 2 VENTED METAL SOFFIT ALUMINIUM LOUVERS IN WINDOW WALL SYSTEM 990 P30 P30 3 P30 D07 N 250.19 3 W14 SIM. 1495 M 250.39 Date 3365 L 250.58 2 W16 3365 250.68 No. 3462 C,F D,E,G,H,J,K 250.48 ISSUE DATES AND DI 205 3462 B 250.28 305 300 250.41 1325 300 A LEVEL 2 6/23( 1665 DN 180 N 250.19 2575 180 M 250.39 525 1499 L 250.58 2 Issue#1 (Add Date) Issue#2 (Add Date) Issue#3 (Add Date) Issue#4 (Add Date) Issue#5 (Add Date) 250.68 523 HEART LAKE RESIDENTIAL CMD 0,1 &(,/,1* +(,*+7 C,F D,E,G,H,J,K 250.48 SA P30 693 1210 D07 3210 B 250.28 255 250.41 T/O SLAB P31 4880 P30 2 UP 3210 575 A 1.5% SLOPE LEVEL 2 3 1.5% SLOPE 540 TYP. TEMPERED GLASS GUARDRAIL TOP MOUNTED TO CONC. SLAB 7 A7-010 3 1726 LEVEL 3 P30 2932 253.39 2600 356 SA SA 2750 MIN. CEILING HEIGHT $/80,1,80 /289(56 ,1 :,1'2: :$// 6<67(0 T/O SLAB P30 700 253.59 1197 DN D05 3210 2380 2750 MIN. CEILING HEIGHT 3210 253.79 350 TYP. 253.89 N 3210 3210 2750 MIN. CEILING HEIGHT 2380 THERMALLY BROKEN ALUMINUM FRAMES WITH 25mm INSULATED GLASS SEE ELEVATIONS AND WINDOW SCHEDULE Note 4 N 250.19 253.69 M 1680 9(17(' 0(7$/ 62)),7 W15 D1 M 250.39 253.49 L W13 4 L 250.58 C,F D,E,G,H,J,K 1680 2 D1 250.68 253.62 B ALL DRAWINGS ARE THE PR REQUEST. LEVEL 3 1197 DN 2 W15 2B VENTED METAL SOFFIT 150 TYP. Date 92.29 mÂ² 993 ftÂ² TEMPERED GLASS GUARDRAIL TOP MOUNTED TO CONC. SLAB ALUMINIUM SLAB COVER 2 9 C,F D,E,G,H,J,K 250.48 LEVEL 3 W13 4 B 253.39 T/O SLAB COPYRIGHT OF THIS DRAWI ARCHITECT. THE DRAWINGS OF SERVICE BY KOHN ARCH CONTAINED THEREIN MAY N PRIOR WRITTEN PERMISSIO 205 ISSUE DATES AND DISTRIBUTION LOG No. TEMPERED GLASS GUARDRAIL TOP MOUNTED TO CONC. SLAB A ALUMINIUM LOUVERS IN WINDOW WALL SYSTEM TEMPERED GLASS GUARDRAIL TOP MOUNTED TO CONC. SLAB 250.28 253.59 1 2600 305 UP 2 D1 11 A7-010 A 253.79 2990 3000 TYPICAL 2A UNIT DIMENSIONS 2 1368 253.89 523 UP 3 413 253.69 N TERRACE LEVEL 7+(50$//< %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 CONT. 75X650 RIGID INSULATION EDGE OF EIFS WALL BEYOND THERMALLY BROKEN ALUMINUM FRAMES WITH 25mm INSULATED GLASS SEE ELEVATIONS AND WINDOW SCHEDULE 250.41 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. COPYRIGHT 2005 KOHN ARCHITECTS INC. ALL DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MUST BE RETURNED ON REQUEST. 540 TYP. LOCATIONS OF EXPOSED ME FIXTURES ARE INDICATED O OVER THE MECHANICAL AND LOCATED, TO BE LOCATED A 305 3100 3000 NO INVESTIGATION HAS BEEN UNDERTAKEN OR REPORTED ON THIS OFFICE IN REGARDS TO THE ENVIRONMENTAL CONDITIONS OR POLLUTIONS OF THIS SITE. 6/23( 6/23( 575 1 253.49 0 525 4320 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. 0,1 &(,/,1* +(,*+7 253.62 / 2525 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. 150 TYP. 225 30 0 EDGE OF EIFS WALL BEYOND T/O SLAB 2750 MIN. CEILING HEIGHT 3210 15 555 / 1270 DN 1680 TYPICAL 2B UNIT DIMENSIONS 7 M 1680 1680 6090 2 A4-060 D1 VENTED METAL SOFFIT ALUMINIUM LOUVERS IN WINDOW WALL SYSTEM L & ) ' ( * + - . 4320 3000 1 & ) ' ( * + - . 1.5% SLOPE LEVEL 3 C,F D,E,G,H,J,K 1680 3000 D0 % 253.39 255 253.59 TEMPERED GLASS GUARDRAIL TOP MOUNTED TO CONC. SLAB B 1197 DN 4320 D1 253.79 2% SLOPE VENTED METAL SOFFIT $/80,1,80 6/$% &29(5 ('*( 2) (,)6 :$// %(<21' T/O SLAB % 2600 1680 6000 DO NOT SCALE DRAWINGS. TERRACE LEVEL CONT. 75X650 RIGID INSULATION THERMALLY BROKEN ALUMINUM FRAMES WITH 25mm INSULATED GLASS SEE ELEVATIONS AND WINDOW SCHEDULE A 523 1680 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. 1.5% SLOPE N 256.60 525 1 253.89 ALUMINIUM SLAB COVER M 256.80 2495 D1 $ 253.69 N L 257.00 DN 9 253.49 M 257.10 30 D0 253.62 L 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 C,F D,E,G,H,J,K C,F D,E,G,H,J,K 256.90 EDGE OF EIFS WALL BEYOND 2385 EDGE OF EIFS WALL BEYOND B B 256.70 1715 4320 3000 6000 W11 ALUMINIUM LOUVERS IN WINDOW WALL SYSTEM CONT. 75X650 RIGID INSULATION T/O SLAB Kohn Partnership Architects Inc. 116 Spadina Avenue, Suite 501, Toronto ON M5V 2K6 205 305 1325 Tel 416.703.6700 www.kohnarchitects.com VENTED METAL SOFFIT VENTED METAL SOFFIT A A 256.83 TERRACE LEVEL $ 3000 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) T/O SLAB 1.5% SLOPE N 256.60 THE ARCHITECT BEARS NO R DOCUMENTS BY THE CONTR WILL PROVIDE WRITTEN OR INFORMATION REGARDING T 7X NO INVESTIGATION HAS BEE REGARDS TO THE ENVIRONM 6000 7 2 6/$% 3100 1000 M 256.80 6000 2990 L 257.00 305 D05 257.10 205 6090 C,F D,E,G,H,J,K 256.90 7 COPYRIGHT 2005 KOHN ARC 305 350 TYP. B 256.70 ALUMINIUM SLAB COVER 2% SLOPE 7(03(5(' */$66 *8$5'5$,/ $1&+25(' $/80,1,80 /289(56 ,1 72 &$67 ,1 3/$&( :$// :,1'2: :$// 6<67(0 T/O SLAB A 256.83 TERRACE LEVEL ALUMINIUM LOUVERS IN WINDOW WALL SYSTEM 7 2 6/$% 1096 ALUMINIUM SLAB COVER 2% SLOPE 1.5% SLOPE N 256.60 2380 M 256.80 2750 MIN. CEILING HEIGHT L 257.00 255 257.10 575 C,F D,E,G,H,J,K 256.90 255 30 B 256.70 CONTRACTOR SHALL VERIFY PRIOR TO STARTING ANY OF ARCHITECT AND CONSULTAN CONFORM TO ALL APPLICAB JURISDICTION PERTAINING T 6 ALL DIMENSIONS ARE GIVEN IN MILLIMETRES UNLESS OTHERWISE INDICATED. 255 ALUMINIUM SLAB COVER T/O SLAB A $ 3 1755 A7-010 TEMPERED GLASS GUARDRAIL ANCHORED TO CAST IN PLACE WALL TEMPERED GLASS GUARDRAIL ANCHORED TO CAST IN PLACE WALL 2 7(03(5(' */$66 *8$5'5$,/ 723 02817(' 72 &21& 6/$% 4 5 36790 / 1 1X 4 256.83 ALL DIMENSIONS ARE GIVEN DO NOT SCALE DRAWINGS. 1100 & ) ' ( * + - . 3210 % &217 ; 5,*,' ,168/$ Kohn Partnership 116 Spadina Avenu Tel 416.703.6700 w $ 3210 7 2 6/$% 0,1 &(,/,1* +(,*+7 Responsibilities: ('*( 2) (,)6 :$// %(<21' - Draft plans and wall sections for 60% and 90% building permit architecture set. - Assist in drawings coordination with mechanical 7+(50$//< %52.(1 $/80,180 )5$0(6 :,7+ PP ,168/$7(' */$66 consultants to identify bulkheads locations, louvers, 6(( (/(9$7,216 $1' :,1'2: 6&+('8/( plumbing walls and furring walls. - Assist in coordination with structural engineers to identify locations of columns, foundation walls & sheer walls. 7(03(5(' */$66 *8$5'5$,/ - Draw assemblies of walls, floors, roofs & ceilings 723 02817(' 72 &21& 6/$% in schedules and tag each element in plans and sections accordingly. - Identify drainage system components: roof slopes, 0 1 roof drains, building scuppers & canopy scuppers. LEVEL 3 HEART LAKE R BRAMPTON Drawing Title: FLOOR P Drawn By: Author Date Plotted: 2019-04-18 11 Building No.: