A lex A ndr A K A lm A n architect , oaa
BA: U niversity of t oronto
m A rch : U niversity of t oronto
TABLE OF CONTENTS 2
TABLE OF CONTENTS work independent work fabrication fabrication | walnut + bronze table fabrication | mappa burl + maple bed mary lake | 191 gryffin bluffs lane , huntsville lower fletcher lake | 3571 livingstone lake rd , dorset park street | 219 park street , kitchener lansdowne | 900-990 lansdowne ave , toronto victoria park | 1666-1682 victoria park ave , north york patterson kaye resort | 1360 golden beach rd , bracebridge 6 10 14 18 22 26 32 34 TABLE OF CONTENTS 3
WORK
WORK
LANSDOWNE
location : 900-990 l ansdowne a ve , t oronto
phase : c onstruction d ocumentation
lead architect : g abriel b odor
year : 2020- present
about
The Lansdowne project contains three towers A (36 storeys), B (29 storeys) and C (12 storeys) as well as two four storey stacked townhouses building D and E. The site also includes a daycare building and an amenity occupancy space located in the podium of building A. In addition the site has underground parking for the tenants and visitors. This project was part of my work at Gabriel Bodor Architect Inc. My role in this project was to work on plans, sections, elevations and details in the ArchiCAD BIM software and to create renderings for the project.
legend
01: BUILDING D RENDERING
02: DAYCARE RENDERING
03: BUILDING E RENDERING
04: AERIAL VIEW RENDERING
LANSDOWNE 6 t oronto 10 11 12 13 14 15 16 17 DN 17R( 176 16T( 280 ) 7 8 9 10 11 12 13 14 15 DN 1 2 3 4 5 6 UP 21R( 180 20T( 280 UP 2R(0.180 m) 1T(0.280 m) DN 9R(0.135 m) 8T(0.280 m) 1 2 3 4 5 6 UP 15R( 176 14T( 280 ) T09 T01 T01 T01 T01 T11 T01 T01 11A 07A 06A 4.273 1.530 124 8.806 124 200 1.500 25 3.199 200 124 1.100 13 250 5.056 300 385 200 1.860 1.754 1.798 6.883 920 200 117 1.637 117 920 13 400 13 920 66 920 66 920 117 2.739 13 250 13 3.933 124 1.100 3.085 153 1.206 13 250 2.921 102 2.563 102 2.563 250 13 13 140 110 1.340 1.100 250 13 4.335 117 2.140 153 1.995 400 285 2.240 7.110 153 1.027 13 1.100 117 1.638 66 920 200 124 1.387 13 250 2.440 250 13 1.480 13 250 13 1.100 99 1.100 216 108 1.500 25 920 1.292 117 1.180 13 1.100 13 250 2.397 250 13 1.810 5.056 285 400 1.667 124 329 124 1.530 151 610 151 2.073 703 124 711 151 3.570 560 1.703 124 200 920 66 1.638 117 1.100 13 1.100 2.551 117 6.231 124 1.255 124 1.776 285 400 12.440 1.178 6.221 1.100 1.572 13 2.861 166 1.125 560 2.240 2.418 712 117 2.556 117 3.845 66 920 200 124 1.100 13 250 2.587 13 1.870 13 250 8.250 250 13 250 1.065 1.067 304 1.031 304 1.067 1.597 1.067 748 250 166 1.125 2.800 151 684 151 +121.640 +122.000 +122.000 +121.640 +122.000 +122.000 +120.750 S-04 #LayID S-10 #LayID 02B 20 20 20 FSP-2 GAS HANDICAP SINK 10 15 15 15 15 10 19 15 20 10 ELEVATOR LOBBY CLASS B POOL STAIR 'B' UP SLOPE 1:12 WOMANS CHANGE ROOMS CORRIDOR AIR SHAFT SLOPE STAIR 'D' DN 9R'S DN 9R'S A.L. A.L. F.D. F.D. F.D. STAIR 'G' S-02 #LayID S-07 #LayID S-07 #LayID 25 900 13 250 13 900 25 900 25 2.083 124 4.340 117 1.291 13 400 13 1.224 117 plan | building a amenity space floor plan sample 01 02 03
LANSDOWNE 7 04
LANSDOWNE 8 T10 T07** T10 T05 T14 T05 T05 T14 T05 T15 T13 T06 T15 T13 T06 T05 T14 T05 T15 T10 T06 T14 W W DW F DW F DW DW F W 250 5.812 13 250 13 3.025 66 2.733 13 250 13 2.733 66 3.025 13 250 13 1.500 127 105 3.077 568 2.400 66 2.447 124 1.500 127 105 3.077 568 2.400 66 2.447 124 210 2.318 66 1.100 66 610 200 1.530 210 1.530 200 610 66 1.100 66 2.318 210 1.587 66 610 66 1.568 66 1.868 13 105 3.358 66 2.074 250 2.357 124 329 124 1.530 105 3.811 66 2.074 250 2.357 124 66 610 66 920 200 920 66 860 66 971 124 1.500 127 105 3.077 568 2.400 66 2.447 124 1.500 127 105 3.077 568 2.400 66 2.447 124 1.530 105 4.129 66 610 66 1.530 250 1.906 124 7 1.100 124 13 920 66 1.530 66 920 117 2.180 13 20 210 20 13 2.234 117 924 66 2.516 210 2.516 66 924 117 2.234 13 20 210 20 13 1.000 116 560 66 920 200 920 66 860 66 972 124 66 920 66 1.497 13 250 13 1.497 66 920 66 66 1.779 66 920 210 920 66 1.779 66 66 2.340 105 105 2.340 66 210 2.275 124 13 1.530 66 920 66 920 66 +140.120 27 27 10 27 27 27 27 14 15 14 15 15 19 19 10 19 19 BALCONY MASTER BEDROOM KITCHEN/ DINING ROOM LIVING ROOM DEN FOYER BALCONY MASTER BEDROOM KITCHEN/ DINING ROOM LIVING ROOM DEN FOYER BALCONY MASTER BEDROOM KITCHEN/ DINING ROOM LIVING ROOM DEN SLOPE 1% SLOPE 1% ELECTR. CLOS. CL. CL. CL. CL. FOYER CL. P.RM. CL. 1B+D A912 AREA: 53.30 m2 1B+D A913 AREA: 54.38 m2 1B+D A914 AREA: 54.38 m2 S-03 #LayID 9TH. FLOOR plan | sample of suite layouts tower a section | sample of section through underground and building e 18G 116G 6G 30G 29G 28G 27G 26G 25G 24G 23G 22G 21G 20G 19G AC BC CC DC EC FC GC GC C LC 17 910 0 NG LEVEL G LEVEL A 25 500 NG EVEL OO L N OOR PLAN 30 780 OOR PLAN 33 420 OOR PLAN 36 060 OOR PLAN 38 700 1 8 27 118 9 0 121 6 0 0 2 9 2 1 0 00 0 0 9 2 4 0 5 1 4 0 7 0 7 2 5 7 7 4 0 0 2 4 0 0 4 2 0 2 0 0 4 0 4 2 0 27 5 8 3 60 3 660 4 4 4 4 4 4 4 4 4 2 4 0 0 1 1 0 2 784 15 910 17 020 19 679 25 226 SEE STRU 0 A RAMP RAMP P2 A PARK NG GARAGE P1 A PARK NG GARAGE RAMP 13 0 % S OPE 5 00% S OPE SU TE SU TE SU TE SU TE SU TE SU TE SUITE SUITE SUITE SUITE SUITE 7 5 % S OPE 7 50% SLOPE 05 06 07
LANSDOWNE 9 section | sample of daycare plan | sample of daycare floor plan 15G 13G 12G 11G 10G 09G 08G 07G 06G 05G 04G 03G 02G 01G FA FB FC D02 D03 D04 D05 D06 D07 CE BE AE 4 11 910 12 710 12 310 4 5 2 9 1 5 6 0 2 7 5 3 2 3 3 0 1 4 0 8 2 5 4 5 3 0 19 910 2 3 0 3 0 2 1 4 4 4 4 4 4 4 4 S E STRUCTURAL OR FOUNDAT ON 0 14C CTURAL FOR FOUNDAT ON LOWER SU TE LOWER SU TE UPPER SU TE UPPER SU TE LOWER SU TE LOWER SU TE UPPER SU TE UPPER SU TE PAT O ROOF ROOF P1 PARK NG GARAGE LEVEL B P2 PARKING GARAGE P1 PARKING GARAGE LEVEL A P2 A PARKING GARAGE P1 A PARKING GARAGE F06 F05 F04 F03 F02 F01 +125.750 GROUND FLOOR PLAN +129.500 2 TOP OF OWSJ 6.135 6.100 6.100 6.100 3.778 28.213 3.860 526 50 150 8.349 150 1.220 1.830 810 526 50 250 2.750 200 2.000 250 3.050 700 260 150 2.415 629 5.306 35 24 15 24 CEILING TILES 15 15 15 KITCHEN STAFF WASHROOM CLASSROOMS AGE GROUP UP TO 5 YEARS STAIR "L" LOBBY OFFICE STAFF WASHROOM 980%20LANSDOWNE%20AVENUE,%20TORONTO%2FBUILDING%20F; D02 LONGITUDINAL CROSS SECTION; 1 : 150; 2023-03-11 7:29 PM F05 F05 F04 F04 F03 F03 F02 F02 F01 F01 FA FC FB F DW 6.100 6.100 6.100 3.778 492 6.100 6.100 6.100 3.778 492 489 5.431 5.431 489 318 5.782 318 5.782 318 1.951 1.880 1.950 318 2.332 1.129 551 100 16.452 117 2.140 117 1.334 200 2.577 200 2.578 200 165 200 1.100 1.340 200 277 1.964 318 5.782 318 1.952 1.880 1.949 318 2.867 2.916 318 3.460 551 100 299 255 4.992 255 299 29.197 100 548 2.350 2.998 964 3.297 964 518 100 29.194 11.839 117 2.754 117 610 117 2.543 117 3.779 105 228 225 105 2.708 117 1.636 117 2.116 200 3.060 1.224 105 225 606 359 225 105 2.708 117 3.870 117 2.602 117 1.647 105 225 359 606 5.129 117 4.217 165 2.640 200 177 100 16.119 117 2.140 117 2.754 117 1.950 117 1.950 165 200 2.640 200 277 810 5.905 810 4.692 810 810 4.692 810 +125.750 +125.750 +125.750 E01 #LayID E03 #LayID E04 #LayID D01 #LayID D01 #LayID D02 #LayID D03 #LayID D03 #LayID D04 #LayID D04 #LayID 24 01E 25 CLASSROOMS BICYCLE ELEVATOR VESTIBULE MAIN ENTRANCE STAIR "K" OFFICE VESTIBULE KITCHEN STORAGE STAFF LOUNGE JANITOR 1.863 606 359 225 105 2.708 165 200 1.800 203 1.517 200 2.239 2.002 200 50 225 225 105 2.708 165 200 1.800 203 1.517 200 2.239 847 1.155 200 50 225 05: BUILDING C RENDERING 06: COURTYARD RENDER IN FRONT OF AMENITY AREA 07: LANDSCAPING BESIDE BUILDING A legend
VICTORIA PARK
location : 191 victoria park ave , north york phase : c onstruction d ocumentation
lead architect : g abriel b odor
year : 2020- present
about
The Victoria Park project contains four stacked townhouse buildings: A,B,C and D as well as an amenity space located between building C and D. Additionally, the site has underground parking for the townhouses above. This project was part of my work at Gabriel Bodor Architect Inc. My role in this project was to work on plans, sections, elevations and details in the ArchiCAD BIM software and to create renderings for the project.
01: EXTERIOR RENDERING 02: COURTYARD RENDERING 03: SITE VISIT PHOTO 04: AERIAL RENDERING legend VICTORIA PARK 10 key plan north york
1 2 3 4 5 6 7 8 UP 8R( 0.174 m ) 7T( 0.280 m 10 12 13 14 15 16 UP 16RISE( 194 ) 15RUN( 210 10 11 12 13 14 UP 16RISE( 194 ) 15RUN( 210 ) 10 12 13 14 15 16 UP 16RISE( 194 ) 15RUN( 210 1 2 3 4 5 6 7 8 10 12 UP 16RISE( 194 ) 15RUN( 210 2 4 6 8 10 12 13 14 15 16 UP 16RISE( 194 ) 15RUN( 210 1 2 3 4 5 6 7 8 10 12 UP 16RISE( 194 ) 15RUN( 210 SLOPE DW DW DW L01 Sill 705 T12 Sill 180 T12 Sill 180 W09 Sill 925 W01 Sill 1.541 W03 Sill 1.635 T11 T11 O23 O23 R32 R32 S-24 A500 S-25 A500 281 9.731 1.134 64 1.435 281 1.220 114 610 172 281 1.220 114 610 172 1.520 1.358 11.124 1.538 786 R.S.O. 1.849 1.284 R.S.O. 1.562 1.420 1.135 2.554 6.200 6.200 6.200 163 +158.800 +158.800 +158.800 +158.738 15 15 14 50 66D AS-3 AS-3 V1 V1 AS-3 AS-3 V1 V1 V1 V1 V1 V1 PREFIN. RWL. DOWNPIPE (TYP) PREFIN. RWL. DOWNPIPE (TYP) ENTRANCE VESTIBLUE ENTRANCE VESTIBULE LIVING ROOM LIVING ROOM LIVING ROOM DEN / DEN / DEN / 2C+D A201 AREA: 91.89 m2 CELING: 2,440 mm 2D+D A206 AREA: 92.53 m2 CELING: 2,440 mm 2E+D A207 AREA: 97.59 m2 CELING: 2,440 mm F F F SLOPE SLOPE SLOPE SLOPE SLOPE T11 T11 W W W 1 2 3 5 6 7 8 DN 8R( 0.181 m ) 7T( 0.235 m C 281 1.054 240 1.158 114 3.420 236 1.122 240 114 5.181 114 919 281 240 1.500 6.215 114 281 1.078 114 2.230 114 1.158 240 2.299 240 1.157 114 3.420 236 1.100 172 1.100 172 3.420 236 3.420 172 1.100 172 1.100 236 1.100 172 1.100 172 2.804 617 281 240 1.135 7.715 114 172 2.139 3.047 172 281 1.219 114 610 172 1.100 240 81 965 R.S.O. 1.109 965 R.S.O. 19 355 300 428 773 R.S.O. 466 1.842 R.S.O. 193 401 773 R.S.O. 633 773 R.S.O.298 193 1.842 R.S.O. 465 773 R.S.O. 428 300 1.520 300 428 773 R.S.O. 594 1.842 R.S.O. 430 760 R.S.O. 477 240 16 965 R.S.O. 338 965 R.S.O. 15 240 T11 T11 W03 Sill 1.635 D07C W03 Sill 1.635 T11 T11 D11 D11 T12 Sill 180 D11 T11 W04 Sill 1.107 W04 Sill 1.107 OP 2.888 1.520 CL. CL. CL. KITCHEN / DINING ROOM KITCHEN / DINING ROOM KITCHEN / DINING ROOM BALCONY BALCONY BALCONY 2J2+D A205 AREA: 7.77 m 2 CELING: 2,740 mm 2G+D A202 AREA: 7.77 m 2 CELING: 2,740 mm 2H2+D A204 AREA: 6.23 m 2 CELING: 2,740 mm 2H1+D A203 AREA: 6.23 m 2 CELING: 2,740 mm 2J1+D A208 AREA: 9.67 m 2 CELING: 2,740 mm 2H+D A209 AREA: 7.95 m 2 CELING: 2,740 mm 01 02 03 plan | building a floor plan sample
VICTORIA PARK 11 04
VICTORIA PARK 12 K A1 J B H G A1 D-11 A701 +151.600 -2 FOOTING PLAN +152.100 -1 P1 PARKING LEVEL +156.000 +158.800 2ND.FLOOR PLAN 3 3RD.FLOOR PLAN +165.000 4TH.FLOOR PLAN +167.800 5 ROOF TOP ENCLOSURE PLAN +170.600 6 HIGH ROOF 400 700 300 3.050 400 300 150 2.039 761 2.033 1.129 2.518 1.070 500 3.900 2.800 3.100 3.100 2.800 2.800 200 1.600 700 400 300 3.050 400 1.750 10.684 1.070 +156.000 +164.400 +167.384 +161.900 +167.984 300 3.500 400 2.441 359 2.741 359 2.741 359 2.443 52 489 2.396 220 700 400 300 3.050 400 300 1.450 150 1.070 1.612 1.276 1.102 1.843 1.303 1.509 819 1.070 STUCCO COLOUR 1 GLASS RAILING IN METAL FAME 81 82 80 80 80 81 28 80 80 73 79 SUITE SUITE SUITE SUITE ROOF TERRACE ROOF TERRACE ROOF TERRACE PARKING GARAGE SUITE SUITE 1 : 200; 2023-03-11 12:19 PM +152.100 +155.550 +155.850 +158.800 +161.900 300 3.900 15.500 500 3.900 2.800 3.100 3.100 2.800 2.800 900 200 300 3.050 400 300 150 5.543 357 80 282 2.738 4.136 2.364 +161.900+161.980 +158.443 +158.800 +161.900 400 300 2.591 359 2.743 357 80 282 500 3.050 400 300 150 2.045 396 359 1.070 262 1.306 462 2.039 761 300 610 1.543 647 366 888 1.085 461 62 303 500 3.050 400 300 150 2.039 402 359 180 2.445 475 2.039 756 305 610 1.543 647 1.032 303 2.144 220 500 3.450 300 150 400 1.233 1.167 400 1.233 1.467 400 1.233 1.467 62 303 244 1.543 647 62 303 888 2.226 220 500 3.450 300 150 2.045 396 359 1.070 262 1.306 462 484 1.555 756 305 610 1.543 647 362 303 588 1.085 461 62 303 500 3.450 50 250 150 2.039 402 359 180 2.445 475 2.039 756 305 610 1.543 647 362 303 588 1.546 680 220 GLASS RAILING IN METAL FRAME STUCCO COLOUR 1 FACE BRICK STUCCO COLOUR 2 PRE-FINISHED METAL FLASHING DOUBLE GLAZED VINYL WINDOW PREFIN. METAL R.W.L. 80 80 80 80 80 80 80 82 53 53 50 elevation | elevation through courtyard building c section | stair section
90 25 13 140 13 185 50 125 25 340 19 90 25 13 38 MIN.300 WOOD BASEBOARD 64A DOUBLE GLAZED VINYL WINDOW 2x6 PLATE BRICK MOLDING REINF. POLY FLASHING LAP 150 MM EXTENDING 200 MM (8") BEYOND WINDOW EACH SIDE RIM BOARD EXHAUST GRILLE AND HOUSING SEALED ALL AROUND SEE MECH. DWGS. BACKDRAFT DAMPER NONCOMBUSTIBLE INSULATION SEE MECH. DWGS. FOR EXTENT SPF INSULATION VAPOUR BARRIER BACKER ROD & SEALANT BACKER ROD & SEALANT FLOOR AS PER INTERIOR DESIGN WEEPHOLES AT 600MM O.C. GALV STEEL SHELF ANGLE SEE STRCT. DWGS. FOR SIZE SUITE FLOOR SUITE 13 141 326 266 PREFIN.METAL COVERED WALL DECORATION WOOD TRIM DOUBLE GLAZED VINYL WINDOW UNIT SLOPE PREFIN. METAL FLASHING TO MATCH WALL PANEL METAL FLASHING AND WATERPR'F'G MEMBRANE 73 AIR BARRIER SEALANT AIR BARRIER SEALANT REINFORCED POLY FLASHING 81 SEAL ALL PENETRATIONS BACKER ROD & SEALANT 51 BACKER ROD & SEALANT SUITE ROOF TERRACE GLASS RAILING IN METAL FRAME WOOD CANT STIP TAPERED WOOD SLEEPERS UNDER PLYWOOD DECK +151.600 -2 FOOTING PLAN +152.100 -1 P1 PARKING LEVEL +156.000 GR.FL. ESTABLISHED GRADE +158.800 2 2ND.FLOOR PLAN +161.900 3 3RD.FLOOR PLAN +165.000 4 4TH.FLOOR PLAN +167.800 5 ROOF TOP ENCLOSURE PLAN +170.600 6 HIGH ROOF 300 3.050 400 300 2.591 359 1.070 +164.320 +164.110 +160.250 +157.450 +155.550 +161.900 +161.900 +158.800 400 450 5.541 359 253 300 4.500 300 3.080 270 3.220 370 270 210 300 5.150 200 2.530 270 3.590 270 210 500 3.050 400 300 150 400 1.233 1.167 400 1.233 1.467 400 1.233 1.467 62 303 244 1.543 647 1.032 303 1.464 680 220 300 150 5.541 359 253 300 2.591 359 1.070 500 3.050 400 300 150 400 1.245 1.555 1.245 1.855 1.245 1.518 300 248 1.543 647 362 303 588 1.546 680 220 31 28 28A 80 80 02B 80 80 80 80 50 53 01D 33 53 PARKING GARAGE MULTI PURPOSE ROOM detail | louver exhaust at brick detail | roof terrace parapet VICTORIA PARK 13
PATTERSON KAYE RESORT
location : 1360 golden beach rd , bracebridge phase : c onstruction d ocumentation
lead architect : g abriel b odor year : 2020- present
about
The Patterson Kaye Resort project consists of rental townhomes to expand the existing resort facilities. This project was part of my work at Gabriel Bodor Architect Inc. My role in this project was to create the initial design of the townhouse units. Once this was approved by the client I worked on plans, sections, elevations and details in the ArchiCAD BIM software and created renderings for the project.
legend
01: EXTERIOR RENDERING 1
02: EXTERIOR RENDERING 2
03: AERIAL RENDERING
02 03 04 05 01 -1.020 FOOTING PLAN -1.020 -1 FOOTING PLAN +1.500 GROUND FLOOR +1.500 GROUND FLOOR +4.580 SECOND FLOOR +4.580 2 SECOND FLOOR +7.333 3 MAIN ROOF +7.333 3 MAIN ROOF 24.483 6.144 6.100 6.100 6.139 442 565 R.S.O. 493 2.482 598 910 1.530 R.S.O. 1.220 1.350 1.070 1.350 1.070 6.940 760 760 4.659 2.281 2.281 2.520 3.080 2.753 140 140MM WD. POST ON 300MM SONOTUBE ASPHALT SHINGLE ROOF HORIZONTAL WOOD SIDING GLASS AND METAL RAILING FIBERGLASS WINDOW FRAME (TYP.) PROPOSED GRADE G.I.GUTTER ON 38 184MM PAINTED FASCIA BOARD ATTIC VENT ATTIC VENT 12 12 12 12 12 12 12 12 12 4 12 4 12 12 12 12 12 12 12 12 20'-2" 20'-1/4" 20'-1/4" 20'-1 3/4" 2'-6" 8'-3 1/4" 10'-1 1/4" 9'-1/2" 2'-6" 4'-5 1/4" 3'-6 1/4" 80'-4" 1'-5 1/2" 1'-10 1/4" 1'-7 1/2" 8'-1 3/4" 1'-11 1/2" 2'-11 3/4" 5'-1/4" 15'-3 1/2" 7'-5 3/4" 7'-5 3/4" 4' 4'-5 1/4" 3'-6 1/4" 22'-9 1/4"
PATTERSON KAYE RESORT 14 key plan bracebridge
PATTERSON KAYE RESORT 15 03
INDEPENDENT
INDEPENDENT WORK
MARY LAKE
location : 191 gryffin bluffs lane , hunstville phase : design development
lead architect : alexandra kalman
year : 2021- present
about
The Mary Lake project is a 3000 sqft. four bedroom, three bathroom cottage in Muskoka. The site is very rocky and has an extreme slope towards the water. Because the client wanted to disturb the site as little as possible, the massing is situated on a rock ledge. The structures irregular form is reflective of the varied topography of the site. The main floor of the cottage will be completly wheelchair accessible.
legend 01 03
01: SITE PREP
02: WEST VIEW RENDERING
03: KITCHEN/DINING RENDERING
site plan | 191 gryffin bluffs lane
MARY LAKE 18 MARY LAKE huntsville N 3.048 6.096 4.000 22.431 13.694 43.467 6.000 20.082 57.813 1.830 3.890 20.000 10.000 20.266 83.562 6.149 11.872 7.372 6.608 6.518 6.471 13.443 8.298 ROUTE OF EXISTING PATH ROUTE OF EXISTING PATH STAIRS UP SEPTIC TANK PROPOSED CANTILEVERED DOCK WELL PROPERTY LINE SEPTIC TILE BED ENVELOPE WATERLOO BIO FILTER AS PER SPECIFICATIONS PROPOSED TWO STORY SEASONAL COTTAGE MARY LAKE DECKPROPOSED EASEMENT IN FAVOR OF 400 MARY LAKE WA EXISTING LANEWAY UNDISTURBED VEGETATED AREA UNDISTURBED VEGETATED AREA PROPOSED LANEWAY PROPOSED PARKING ENVELOPE CLOSEST DISTANCE TO HIGH WATER MARK > 30M PROPOSED PATIO Schematic Sketch; 317; 2023-03-10 4:02 PM
04: EXTERIOR RENDERING 02
MARY LAKE 19 04
MARY LAKE 20 UP 16 RISERS 7 5/8" N A A K K B B E E F F D D J J H H C C E03 #LayID E01 A400 E04 A401 0 5m scale LOWER FLOOR A A500 B A500 C A501 DW F A A K K B B E E F F D D J J H H C C 0 5m scale GROUND FLOOR E03 #LayID E01 A400 E04 A401 A A500 B A500 C A501 DR W
elevation 1 | north elevation
elevation 2 | east elevation
elevation 3 | south elevation
elevation 4 | west elevation
F H J K +41.710 -2 FOOTING +41.710 -2 FOOTING +42.110 -1 LOWER FLOOR +42.110 -1 LOWER FLOOR +45.210 GROUND FLOOR +45.210 1 GROUND FLOOR +48.465 2 LOW ROOF PLAN +48.465 2 LOW ROOF PLAN +49.810 3 HIGH ROOF PLAN +49.810 3 HIGH ROOF PLAN 3.143 357 2.743 512 833 512 8.100 3.143 357 1.100 1.643 512 833 512 7.668 1.251 1.682 10.600 A +41.710 -2 FOOTING +41.710 -2 FOOTING +42.110 -1 +42.110 -1 +45.210 GROUND FLOOR +45.210 GROUND FLOOR +48.465 +48.465 +49.810 3 HIGH ROOF +49.810 HIGH ROOF 4.600 2.743 512 833 512 ELEVATION; 1 : 50; 2023-03-03 4:09 PM A +41.710 -2 FOOTING +41.710 -2 FOOTING +42.110 -1 LOWER FLOOR +42.110 -1 LOWER FLOOR +45.210 1 GROUND FLOOR +45.210 GROUND FLOOR +48.465 2 LOW ROOF PLAN +48.465 LOW ROOF PLAN +49.810 3 HIGH ROOF PLAN +49.810 HIGH ROOF PLAN 7.700 2.743 4.445 512 2.743 3.100 512 833 512 ELEVATION; 1 : 50; 2023-03-03 4:10 PM K J H F +41.710 -2 FOOTING +41.710 -2 FOOTING +42.110 -1 LOWER FLOOR +42.110 -1 LOWER FLOOR +45.210 1 GROUND FLOOR +45.210 GROUND FLOOR +48.465 2 LOW ROOF PLAN +48.465 LOW ROOF PLAN +49.810 3 HIGH ROOF PLAN +49.810 HIGH ROOF PLAN 8.100 400 2.743 357 4.088 512 400 2.743 357 2.743 512 833 512 1.682 1.251 10.600 WEST ELEVATION; 1 : 50; 2023-03-03 4:10 PM MARY LAKE 21
LOWER FLETCHER LAKE
location : 3571 livingstone lake rd , dorset phase : c onstruction d ocumentation
lead architect : alexandra kalman year : 2021-2022
about
The Lower Fletcher Lake project is a 750sqft. free standing Muskoka room addition to a cottage. The client wanted a design that would match the existing cottage and provide an airy, wopen space to enjoy the forest without being outside.
01: INTERIOR VIEW 1
02: INTERIOR VIEW 2
03: AERIAL RENDERING
legend 01 02 03
8.186 EXISTING
LOWER FLETCHER LAKE 22
dorset
04: EXTERIOR RENDERING EXISTING
804 1.070 5.053 200 PROPOSED NEW ADDITION 3.432 1.748 1.748 804 2.526 R.S.O. 140 1.432 152 1.873 PROPOSED HEIGHT 5.179 ASPHALT SHINGLES SCREEN IN WOOD FRAME 8 12 8 12 LOWER FLETCHER LAKE 23 04
LOWER FLETCHER LAKE 24 UP 7R(140 6T(280) 140 9.373 140 2.550 229 1.270 229 229 4.321 444 140 2.238 140 2.238 140 2.238 140 2.378 140 1.049 140 1.049 140 1.049 140 1.049 140 1.049 140 1.049 140 1.049 140 1.049 140 7.277 62 140 38 1.591 140 1.629 140 1.629 140 1.629 140 9.643 7.215 62 140 38 1.592 140 1.627 140 1.634 140 438 140 1.045 140 240 6.897 140 9.653 2.550 7.393 6.000 240 1.917 400 1.530 400 2.650 140 3.926 1.530 3.916 A500 1 A500 140x140 PRESSURE TREATED WD.POST SCREEN IN WOOD FRAME 140 140 WD. POST 51C CONCRETE PAD FOR FIRE PLACE GAZEBO EXISTING SHED RELOCATED TOTAL FLOOR AREA GROUND FLOOR AREA: 158.72 m2 Site Area GROUND FLOOR AREA: 5,638.61 m2 TOTAL FLOOR AREA SHED AREA: 18.59 m2 TOTAL FLOOR AREA GAZEBO AREA: 71.46 m2 E-01 A400 E-04 A401 E-03 A401 E-02 A400 2 A500 A500 9.653 140 2.238 140 2.238 140 2.238 140 2.238 140 7.215 140 3.398 140 3.398 140 4 - 38x286MM PRESSURE TREATED SPR. NO 1&2 B.U.B 140x140 PRESSURE TREATED WD.POST ON 400MM SONOTUBE 140x140 PRESSURE TREATED WD.POST ON 400MM SONOTUBE W01 38x286 PRESSURE TREATED DECK JOISTS @ 406 MM O.C. SPR. NO. 1&2 38x286 PRESSURE TREATED DECK JOISTS @ 406 MM O.C. SPR. NO. 1&2 A500 A500 E-01 A400 E-04 A401 E-03 A401 E-02 A400 A500 2 A500 plan | footing plan plan | ground floor plan
LOWER FLETCHER LAKE 25 -1.020 FOOTING PLAN -1.020 -1 FOOTING PLAN +1.500 GROUND FLOOR +1.500 1 GROUND FLOOR +4.274 SECOND FLOOR +4.274 2 SECOND FLOOR +8.786 3 MAIN ROOF +8.786 3 MAIN ROOF 324 2.526 R.S.O 416 416 86 200 1.070 560 2.952 3.476 PROPOSED NEW ADDITION EXISTING 3.512 1.738 1.738 PROPOSED HEIGHT 5.250 1.220 1.235 746 38 2.018 4 - 38x286MM PRESSURE TREATED SPR. NO 1&2 B.U.B ASPHALT SHINGLE ON PLYWOOD ROOF 1070MM HIGH GLASS RAILING 140 x 140 WD. POST ON 300MM SONOTUBE 4 - 38x184MM ROOF RAFTER 130X304MM GLULAM BEAM 140x140MM BEAM 38 X 140MM PRESSURE TREATED WOOD BOARDS 4-38x286MM PRESSURE TREATED SPR. NO 1&2 B.U.B 130X304MM GLULAM BEAM 286x38MM PAINTED WOOD TRIM R01 W01 CONCRETE PAD FOR FIREPLACE GAZEBO 8 12 8 12 -1.020 -1 FOOTING PLAN +1.500 1 GROUND FLOOR +4.274 2 SECOND FLOOR +8.786 3 MAIN ROOF 1.220 184 768 1.220 240 4.765 600 240 600 200 1.070 2.018 1.918 100 1070MM HIGH GLASS RAILING 4 - 38x286MM PRESSURE TREATED SPR. NO 1&2 B.U.B 140 x 140 WD. POST ON 400MM SONOTUBE SCREEN IN WOODEN FRAME 130x304MM GLULAM BEAM 140x140MM BEAM 52D 51C 52D R01 W01 CONCRETE PAD FOR FIREPLACE GAZEBO EXISTING SHED RELOCATED section 1 | longitudinal section section 2 | cross section
PARK STREET
location : 219 park street , kitchener
phase : c onstruction d ocumentation lead architect : a lexandra k alman year : 2020
about
The Park Street project is a design for a new front porch on an existing house. The clients wanted the porch to be in keeping with the others on the street while matching the black and white color scheme of thier home.
PARK STREET 26
kitchener 350 50 6.077 108 50 350 350 6.285 350 1.976 50 1.449 2.026 6.985 #DrgID #LayID A A500 76 x76MM STEEL POST 38 x 184 PRESSURE TREATED SPR N01&2 LIGHT SWITCH FOR POTLIGHTS 140x140 PRESSURE TREATED WOOD POST 38 x 184 PRESSURE TREATED DECK JOISTS @ 600 MM O . C . SPR NO 1 & 2 1 2 3 4 5 6 6 R ( 165 ) 5 T ( 280 ) 01: FRONT DOOR RENDER 02: FINISHED VIEW 1 03: FINISHED VIEW 2 04: EXTERIOR RENDER legend plan | ground floor framing plan 01 02 03
PARK STREET 27 04
PARK STREET 28 7 38 6.895 38 7 990 3.934 990 1.070 2.063 801 3 -38 x 184 SPR N01&2 B U B 38x38 ROOF RAFTERS @ 600MM O C SPR NO 1 & 2 38x184 DECK JOISTS @ 600MM O C SPR NO 1 & 2 POTLIGHT 1070MM HIGH 25 x 25 MM METAL RAILING WITH 20MM METAL PICKETS @ 120MM O C TYPICAL 19MM WOOD FINISH 2 -38 x 184 SPR N01&2 B U B section a | longitudinal section
-2 588
-1 BASEMENT -2 588
±0
1
+2
+5.548 3
-1 BASEMENT +5.548 3
±0 000 1 GROUND FLOOR 1.370
000 4.774 520 1.645 280 1.220
GROUND FLOOR 150
+2 774 2 SECOND FLOOR 1.910
774 2.864
2
SECOND FLOOR
ROOF PLAN
ROOF PLAN
38
38
38
38x38 ROOF RAFTERS @ 600MM O C SPR NO 1 & 2 19MM WOOD FINISH ON 25MM BLOCKING
x 140MM PRESURE
TREATED WOOD BOARDS
x 286 SPR N01&2
x 184 SPR N01&2
102 x 102 STEEL POST ON 300MM SONOTUBE
12 4 U/S
PARK STREET 29
1070MM HIGH 25 x 25 MM METAL RAILING WITH 20MM METAL PICKETS @ 120MM O C TYPICAL
OF BEAM
section b | cross section
FABRICATION
FABRICATION
WALNUT + BRONZE TABLE
about
01 04 03 02 05 01: FINISHED TABLE VIEW 02: INSERTING BRONZE 03: INSERTING BRONZE 04: POURING CLEAR RESIN 05: FINISHED TABLE VIEW 06: FINISHED TABLE VIEW legend WALNUT + BRONZE TABLE 32
Dining room table constructed out of bronze and walnut. Fabrication techniques included laser cut bow groves as well as resin filling and finishing.
oronto
designer : a lexandra k alman
year : 2018 location : t
WALNUT + BRONZE TABLE 33 06
MAPPA BURL + MAPLE BED
year : 2021 location : t oronto
about Mappa Burl headboard with a solid maple bed frame and side tables. The headboard also has built in lights that activate when tapped.
01: MARKING BED FRAME 02: SIDE TABLE 03: ADDING HEADBOARD 04: TOUCH ACTIVATED LIGHT IN HEADBOARD 05: FINISHED BED legend MAPPA BURL + MAPLE BED 34 01 02 03 04
designer : a lexandra k alman
MAPPA BURL + MAPLE BED 35
