KEY PLAN KEY NOTES - Modev Fourth Floor Plan.pdf · 4th Floor Plan metric scale: 1 : 100 1 A2.6 A B...
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Issued for Construction 25 September 2018 drawing title drawing no. revision no. Copyright reserved. These plans and designs are and at all times remain the property of HILLEL ARCHITECTURE Inc. to be used for the project shown and may not be reproduced without consent. plot date scale drawn by date rev project: date rev date rev 2016.38 checked by project number issued for as noted drawing file - issued for t.didrich / m.siu issued for - - Issued for Tender 15 May 2018 p.hardcastle Hillel Architecture inc t 250.592.9198 Central Stores Building Victoria BC V8S 4X4 697 St. Patrick Street 1291, 1293, 1295, & 1297 Craigflower Road Lots 36-1 & 37-1, & ancillary lots A2.6 4th Floor Plan DN UP SP RWL DN UP SP DN UP SP RWL RWL RWL RWL RWL RWL RWL RWL RWL RWL RWL RWL RWL RWL RWL RWL RWL RWL RWL RWL DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD RWL RWL RWL RWL RWL RWL RWL RWL RWL RWL RWL RWL RWL RWL RWL RWL RD RWL RWL RWL RWL RWL RWL RWL ELEVATOR 2 (based on KONE EcoSpace 1755x2645 shaft) RM 413 CORRIDOR RM 411 CORRIDOR RM 410 CORRIDOR D.410.1 ELECTRICAL CLOSET D.412.1 D.413.1 D.411.1 D.409.A D.408.A D.406.A D.405.A D.404.A D.403.A D.402.A D.411.1 D.409.B D.409.C D.409.E D.409.E D.409.C D.409.G D.409.H D.409.H D.408.B D.408.C D.408.E D.408.E D.408.C D.408.G D.408.H D.408.H D.407.B D.407.D D.407.H D.407.C D.407.C D.407.E D.407.B D.407.G D.405.B D.405.C D.405.C D.405.E D.405.E D.405.G D.405.H D.405.H D.403.B D.403.C D.403.C D.403.E D.403.E D.403.G D.403.H D.403.H D.402.E D.402.G D.402.B D.404.C D.404.C D.404.E D.404.E D.404.G D.404.H D.404.H D.404.B D.406.F D.406.B D.406.E D.406.G D.406.D D.402.G D.401.A D.403.A D.402.A D.404.A D.405.A D.406.A D.407.A D.409.A D.410.A D.401.G D.401.E D.401.C D.401.B D.409.G D.409.E D.409.G D.409.C D.403.B D.403.C D.403.C D.403.G D.403.H D.403.H D.405.B D.405.C D.405.E D.405.E D.405.C D.405.G D.405.H D.405.H D.407.B D.407.C D.407.E D.407.E D.407.C D.407.G D.407.H D.407.H D.402.E D.402.E D.402.C D.402.C D.402.G D.402.B D.406.C D.406.C D.406.G D.406.B D.406.H D.406.H D.404.B D.410.E D.410.E D.410.C D.410.C D.410.G D.410.B D.410.H D.410.H D.401.G D.402.H D.401.D D.401.C D.404.H D.404.H D.404.E D.404.C D.404.G D.404.C D.409.C ELECTRICAL CLOSET D.413.2 ELEVATOR (based on KONE EcoSpace 1755x2645 shaft) D.414.1 D.402.H D.408.A D.408.B D.408.H D.408.H D.408.E D.408.E D.408.C D.408.G D.408.C D.409.D D.409.B D.403.E D.403.E D.406.E D.404.E D.406.E D.402.C D.402.D D.402.C RM 411 STAIR 3 RM 414 STAIR 1 RM 412 STAIR 2 UNIT 401 74.1m2 [797 ft2] UNIT 404 64.9m2 [699 ft2] UNIT 403 64.9m2 [699 ft2] UNIT 406 62.6m2 [674 ft2] UNIT 405 64.9m2 [699 ft2] UNIT 409 67.5m2 [727 ft2] UNIT 408 67.5m2 [727 ft2] UNIT 403 64.9m2 [699 ft2] UNIT 402 64.9m2 [699 ft2] UNIT 404 64.9m2 [699 ft2] UNIT 407 64.9m2 [699 ft2] UNIT 409 74.1m2 [797 ft2] UNIT 405 67m2 [721 ft2] UNIT 406 67m2 [721 ft2] UNIT 408 64.9m2 [699 ft2] UNIT 410 64.9m2 [699 ft2] UNIT 401 79.4m2 [855 ft2] UNIT 402 74.1m2 [797 ft2] W 01R W 01 W 01R W 01R W 01R W 01 W 01 W 01 W 01R W 01 W 01R W 01R W 01 W 01R W 01R W 01R W 01 W 01R W 01 W 01 W 01 W 05R W 05R W 05 W 05 W 05 W 05 W 05 W 05 W 05R W 05R W 03 W 02 W 02 W 03 W 03 W 03 W 01R W 01R W 01 W 01 W 01R W 01R W 01 W 01R W 01R W 01 W 01 W 01R W 01 W 01R W 01 W 01 W 01R W 01R W 01 W 01R W 01R W 01 W 01 W 05R W 05 W 05R W 05R W 05 W 05R W 05 W 05R W 05R W 05 W 03 W 02 W 02 835 2030 1795 2745 R.O. * 660 420 5305 2210 1830 R.O. 1265 35 3325 3740 360 2745 R.O. * 970 220 1830 R.O. 940 35 7030 35 360 2745 R.O. * 1190 1830 R.O. 905 3740 3325 35 940 1830 R.O. 970 2745 R.O. * 215 365 5305 1830 R.O. 2210 1265 1795 2030 1855 2745 R.O. * 420 660 1230 1830 R.O. 1070 3905 1005 1015 R.O. 855 855 1015 R.O. 265 1015 R.O. 5315 3905 275 1565 275 1230 5315 4040 1015 R.O. 265 1930 R.O. 110 1930 R.O 115 1830 R.O. 940 3745 3400 975 2745 R.O. * 440 215 3325 35 2745 R.O. * 365 3740 1830 R.O. 975 940 35 7030 35 2745 R.O. * 215 365 1830 R.O. 1190 905 3325 3740 35 2745 R.O. * 1830 R.O. 940 970 215 365 3390 3745 1230 1830 R.O. 940 975 2745 R.O. * 215 430 1230 6305 300 300 685 1015 R.O. 1060 3655 3745 975 1830 R.O. 940 3745 940 1830 R.O. 975 3690 2745 R.O. * 580 365 2745 R.O. * 365 545 2745 R.O. * 410 1830 R.O. 1755 795 3700 3290 2230 935 1830 R.O. 935 2745 R.O. * 270 270 1830 R.O. 1015 985 3745 1830 R.O. 940 975 3355 2745 R.O. * 215 395 3355 2745 R.O. * 395 3745 1830 R.O. 975 940 5305 1830 R.O. 1265 2210 1795 2030 1020 2745 R.O. * 420 660 1830 R.O. 1070 1005 R.O. 1640 R.O. 1930 R.O. 115 400 2845 195 180 4555 1830 R.O. 1070 1040 395 1965 3940 1135 1020 2030 1795 2745 R.O. * 420 660 1830 R.O. 5305 35 3320 3745 3745 3240 1830 R.O. 975 940 1830 R.O. 975 1265 2210 2745 R.O. * 360 215 940 2745 R.O. * 155 340 1015 1930 3905 2400 1230 95 1230 215 3195 6025 675 1830 R.O. 430 3765 W 01 D.407.A D.406.F W 03 W 03 D.402.D D.402.D D.402.D D.409.D D.409.D D.409.D D.401.D D.401.D D.401.D UNIT 407 71.6m2 [771 ft2] D.407.F D.406.K D.405.K D.407.D D.403.D D.402.D D.404.D D.408.D D.410.D D.409.D D.408.D D.403.D 03 03 03 03 03 03 03 03 03 03 03 03 03 03 03 07 08 07 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 20 20 20 20 20 20 20 20 20 20 21 21 6 2 3 2 6 2 3 2 6 2 3 2 5 2 3 2 5 2 3 2 5 2 3 2 23 23 23 23 23 23 23 23 610 clear seismic joint EXIT to Stair 2 hold open at door hold open at door 26 26 28 28 28 28 28 28 28 28 28 28 P 3/4 sim. shearwall double plywood see structure P 3/4 sim. shearwall double plywood (see structure) EW 1 EW 1 EW 1 P 1.1 P 1.2 P 1.1 EW 1 P 2.1 P 2.1 P 2.1 P 2.1 P 2.1 P 2.1 EW 1 sim. EW 1 P 7.3 P 7.1 P 7.1 P 2.1 P 2.1 P 2.1 P 2.1 EW 1 P 1.2 P 1.2 P 1.2 sim. P 1.2 06 06 06 EW 1 EW 1 EW 1 EW 1 EW 1 P 1.2 P 1.2 P 1.1 P 1.2 P 1.1 P 1.2 P 1.2 P 1.2 P 1.2 P 2.1 P 2.1 P 2.2 P 2.1 P 2.1 P 2.1 P 7.2 P 7.2 P 7.3 P 2.1 P 2.1 shearwall double plywood see structure 06 see A4.1 see E314 see A4.1 see A4.1 see IN214 see IN208 see IN209 see IN201 see IN202 see IN201 see IN201 see IN202 see IN217 see IN214 see E311 see E311 see E311 see E311 see R440 D.401.A D.401.G D.401.B D.401.G D.401.D D.401.C D.401.C D.401.D D.401.D D.401.D 7100 [23'-3 1/2" ] 3050 [10'-0 1/4" ] 7100 [23'-3 1/2" ] 7100 [23'-3 1/2" ] C A 9220 [30'-3" ] 1 7535 [24'-8 3/4" ] 4 7400 [24'-3 1/4" ] 7435 [24'-4 3/4" ] 18 4425 [14'-6 1/4" ] 7100 [23'-3 1/2" ] 7100 [23'-3 1/2" ] 3885 [12'-9" ] B 1600 [5'-3" ] H 10450 [34'-3 1/2" ] J K L 1565 [5'-1 1/2"] 10450 [34'-3 1/2" ] 6 8 10 12 14 7535 [24'-8 1/2" ] 7400 [24'-3 1/2" ] 7435 [24'-4 1/2" ] 7135 [23'-4 3/4" ] 7100 [23'-3 1/2" ] 16 7145 [23'-5 1/2" ] 4095 [13'-5" ] 18 1 2 3 4 G F E D 2 3 5 7 9 11 7100 [23'-3 1/2" ] 13 7100 [23'-3 1/2" ] 15 7100 [23'-3 1/2" ] 17 5 2575 [8'-5 1/2" ] 2865 [9'-4 3/4" ] 7100 [23'-3 1/2" ] 1 A4.5 1 A4.3 1 A4.4 J K H G F E D 3050 [10'-0 1/4" ] 7100 [23'-3 1/2" ] 7100 [23'-3 1/2" ] A 3990 [13'-1" ] L 7000 [22'-11 3/4"] to gridline 4 7100 [23'-3 1/2" ] 2 A4.3 4th Floor Plan metric scale: 1 : 100 1 A2.6 A sim. B B A C C B B B B B sim. B sim. D A A B B B E KEY PLAN BUILDING 2 / 4 BUILDING 1 / 3 H 4 1 A3.2 2 / 3 A3.2 1 /2 A3.3 1 A3.4 2 /3 A3.4 1 A3.5 3 A3.3 2 / 3 A3.5 21125 44315 - - - - FLOOR BASE WALLS CEILING FINISH LEGEND FLOOR 1 2 concrete - steel trowelled and sealed 3 vinyl plank flooring 4 5 concrete - broomed finish 6 ceramic tile BASE none 1 rubber base 3 2 WALLS 1 GWB smooth finish - painted 2 3 CEILING GWB smooth finish - painted 1 2 exposed concrete structure - painted 7 painted wood/mdf carpet stair treads with contrasting vinyl stair nosings and with vinyl tactile warning strips at the landings, landings are carpet finish reserved exposed concrete structure - painted maple veneer panelling reserved plywood sheathing over sanded and taped GWB exposed concrete structure - sac rubbed prior to paint finish 4 5 4 ceramic tile extended 01 Window guardrail located in public corridor or stairwell with a sill below 1100 mm aff, install a 38 mm Ø metal tube railing at 1070 mm, paint finish - arch spec colour. See window schedule A5.2 KEY NOTES (APPLICABLE TO BUILDING FLOOR PLANS) Concrete structural slab band (shown as a grayed area), refer to structure Balcony sunshade at sixth floor level of building 1 (& 3) and fourth floor level of building 2 (& 4) - see detail R435 and R436 Mechanical corridor pressurization duct shaft complete with fire rated steel stud framed shaft wall - refer to mechanical and see details IN208 and IN209. Main building entrance complete with key & enterphone entry; fire annunciator panel located right outside the main lobby - refer to electrical drawings. Concrete retaining wall - partial shown, see site plan for full extent. Balcony privacy screening for neighbouring suites: clear anodized aluminum posts and panel mounting hardware c/w tempered glass panels. See detail E342. Structural balcony post and / or beam support (refer to structure), painted to match exterior wall finish, 3 different paint colours - see exterior elevations Exterior hose bib location, refer to mechanical plans. 27 05 19 12 02 22 20 07 10 Exterior wall - double shear plywood - extend interior shear plywood as per structure Sunshade at fifth floor (penthouse) level of building 2 (& 4) - see detail R417 28 Structural heavy timber primary entry canopy framing - see detail R437 and R438; refer to Structure 24 Ground floor patio fence: 19x140 cedar fence board both sides, rough sawn face visible - semi-opaque oil stain - see detail F109 17 06 Residential balcony - see E334 thru E336 - handrails & guardrails: clear anodized aluminum posts and panel mounting hardware c/w tempered glass panels. See detail E340. - Exterior low level step LED light fixture provided at every suite patio / balcony, refer to electrical drawings. 18 Glazed rooftop patio railings: clear anodized aluminum posts and panel mounting hardware c/w tempered glass panels. See detail E341. 21 Mechanical central boiler duct shaft complete with fire rated steel stud framed shaft wall - refer to mechanical and see detail IN208. 08 Building entrance door complete with an accessible H/C push door operator, refer to electrical drawings. 13 Install plywood sheathing with fire protectant paint for mounting of equipment in service room, refer mechanical and electrical plans for mounting locations. 11 200mm wide shearwall stud pack at end of each party wall (shown as a grayed area) - refer to structure 03 Sac rubbing of concrete walls in the basement corridor for preparation of paint finish 04 Structural heavy timber secondary entry canopy framing - see detail R440 and R441; refer to Structure 25 Built-up second floor cornice - see detail E310 26 Roof access hatch and ladder: - located in stairwell 2 - see detail R403 - located in storage room - see detail R404 23 Mechanical exhaust fan unit, refer to mechanical plans. 09 Exterior low level step LED light fixture, refer to electrical drawings. 15 Concrete exhaust well flush with grade, see mechanical. 14 Ground floor patio: Exposed concrete slab on grade, sealed finish. - Exterior low level step LED light fixture provided at every suite patio / balcony, refer to electrical drawings. Pop-up parapet c/w cantilevered edge projection - see detail R420 thru R423 29 For unit plan finishes, see sheets A2.10 and A2.11 30 16 Transfer air opening in concrete wall, refer to mechanical drawings. Fully enclosed lockable chain link enclosed storage / bike locker - see detail IN219 31 Precast concrete exterior treads at the 5th floor roof top level - see detail R429 & R430 32 Side-mounted (on roof curb) metal guard railing system complete with pickets, pre-painted, Arch spec colour GENERAL NOTES (APPLICABLE TO BUILDING FLOOR PLANS) 1. 2. 3. 4. 5. 6. 7. Contractor to verify all dimensions and details prior to commencement of work and shall notify architect of any errors or discrepancies. All dimension units are given as millimeters. Noted dimensions shall take precedence over scaled drawings. Exterior dimensioning is to face of concrete/sheathing or building grid. Interior dimensioning is to face of stud or center line of shear wall. Exterior door and window openings are dimensioned to the rough opening unless otherwise noted. All work shall be equal in all respects to good construction practice, and shall conform to current standards of the British Columbia Building Code 2012 or local building codes and by-laws which may take precedence. For interior dimensions of the residential suites and additional detail references, refer to the suite floor plans on A2.10 and A2.11. Stair and Ramp railings, landings, and treads must conform to BCBC 3.4.6. 8. 9. 10. 11. 12. Interior stair dimensions of treads, handrails, etc. are represented on drawing A4.1 and A4.2. Site Plan General Note: Parking stall lines shall be painted in the outdoor parking lots. A minimum drive aisle clearance of 7.9m must be maintained between parking stalls. Standard parking stalls must be a minimum of 2.6m wide by 5.5m deep. H/C stall must be a minimum of 3.6m wide by 5.5m deep. Electric fireplace installation in the two penthouse suites of Building 2 (& 4) at the 5th floor level. Installation to be co-ordinated with mechanical and manufacturers instructions. Millwork finishes completed later in construction sequence. Refer to millwork drawing 5/A6.1 for overall dimensions and details. For exhaust duct bulkheads see reflected ceiling plans on A2.12 and A2.13. Electrical junction / breaker panels and telus / cable / internet smart panels are shown in all units. Refer to electrical floor plans for locations. * dimenision is showing the full R.O. of the window and patio door combined, note there is wood studs between the two separate vinyl window and door units see detail E321 and refer to window schedule for individual rough openings, typical
Transcript of KEY PLAN KEY NOTES - Modev Fourth Floor Plan.pdf · 4th Floor Plan metric scale: 1 : 100 1 A2.6 A B...
Issued for Construction25 September 2018
drawing title
drawing no.revision no.C opyrig ht reserve d. T hese p lans and d esig ns are and a t all t im e s re m ain th e pro perty o f H ILLEL A RC HITE CT UR E Inc. to be us ed for th e pro ject sho wn and m ay not be re pr oduced without conse nt.
plot date
scale
drawn by
daterev
project:
daterev
daterev
2016.38
checked by
project number
issued for
as noted
drawing file-
issued for
t.didrich / m.siu
issued for- -
Issued for Tender15 May 2018
p.hardcastle
Hillel Architecture inct 250.592.9198Central Stores Building Victoria BC V8S 4X4697 St. Patrick Street
1291, 1293, 1295, & 1297 Craigflower RoadL o t s 3 6 - 1 & 3 7 - 1 , & a n c i l l a r y l o t s
A2.6
4th Floor Plan
DN
UP
SP
RWL
DN UP
SP
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SP
RWLRWL
RWL
RWLRWL
RWL RWL
RWL
RWL RWL
RWL
RWL
RWLRWL
RWL
RWL
RWL
RWL RWL RWL
DDDD
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DDDD
DD DD
DD
DD DD
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DD
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DD DD
DD
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RWL
RWL
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RWLRWL
RWL
RWL
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RWL
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RWL RWL
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RWLRWL
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ELEVATOR2
(based on KONEEcoSpace
1755x2645 shaft)
RM 413CORRIDOR
RM 411CORRIDOR
RM 410CORRIDOR
D.410.1
ELECTRICALCLOSET
D.41
2.1
D.413.1D.411.1
D.40
9.A
D.40
8.A
D.406.A
D.405.A
D.404.A
D.403.A
D.402.A
D.411.1
D.409.BD.409.C
D.409.E
D.409.E
D.40
9.C
D.409.G
D.409.H
D.409.H
D.408.B D.408.C
D.408.E
D.408.E
D.40
8.C
D.408.G
D.40
8.H
D.40
8.H
D.407.B
D.40
7.D
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D.40
7.C
D.40
7.C
D.407.E
D.40
7.B
D.40
7.G
D.40
5.BD.
405.C D.405.C
D.40
5.E
D.40
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D.40
5.G
D.405.H
D.405.H
D.40
3.BD.
403.C
D.403.C
D.40
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D.40
3.E
D.40
3.G D.403.H
D.403.H
D.40
2.ED.
402.G
D.40
2.BD.
404.CD.404.C
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4.E
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4.E
D.40
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D.404.H
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D.40
4.B
D.40
6.F
D.40
6.B
D.406.E
D.40
6.G
D.40
6.D
D.40
2.G
D.40
1.A
D.40
3.A
D.40
2.A
D.40
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D.40
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D.40
6.A
D.40
7.A
D.40
9.A
D.41
0.A
D.401.GD.401.E
D.40
1.C
D.401.B
D.409.GD.409.ED.409.G
D.40
9.C
D.403.BD.403.C
D.40
3.C
D.403.G
D.403.H
D.403.H
D.405.B D.405.C
D.405.E
D.405.E
D.40
5.C
D.405.G
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5.H
D.40
5.H
D.407.B D.407.C
D.407.E
D.407.E
D.40
7.C
D.407.G
D.40
7.H
D.40
7.H
D.402.E
D.402.E
D.40
2.C
D.402.C
D.402.G
D.402.B
D.40
6.C
D.406.C
D.406.G
D.406.B
D.40
6.H
D.40
6.H
D.404.B
D.410.E
D.410.E
D.41
0.C
D.410.C
D.410.G
D.410.B
D.410.H
D.410.H
D.401.G
D.40
2.H
D.40
1.D
D.401.C
D.40
4.H
D.40
4.H
D.404.E
D.40
4.C
D.404.G
D.404.C
D.409.C
ELECTRICALCLOSET
D.41
3.2 ELEVATOR(based on KONE
EcoSpace1755x2645 shaft)
D.41
4.1
D.40
2.H
D.40
8.A
D.408.B
D.408.H
D.408.H
D.408.E
D.408.E
D.40
8.C
D.408.G
D.408.C
D.40
9.D
D.409.B
D.403.E
D.403.E
D.406.E D.404.E
D.406.E
D.402.C
D.402.D
D.40
2.C
RM 411STAIR 3
RM 414STAIR 1
RM 412STAIR 2
UNIT 40174.1m2 [797 ft2]
UNIT 40464.9m2 [699 ft2]
UNIT 40364.9m2 [699 ft2]
UNIT 40662.6m2 [674 ft2]
UNIT 40564.9m2 [699 ft2]
UNIT 40967.5m2 [727 ft2]
UNIT 40867.5m2 [727 ft2]
UNIT 40364.9m2 [699 ft2]
UNIT 40264.9m2 [699 ft2]
UNIT 40464.9m2 [699 ft2]
UNIT 40764.9m2 [699 ft2]
UNIT 40974.1m2 [797 ft2]
UNIT 40567m2 [721 ft2]
UNIT 40667m2 [721 ft2]
UNIT 40864.9m2 [699 ft2]
UNIT 41064.9m2 [699 ft2]
UNIT 40179.4m2 [855 ft2]
UNIT 40274.1m2 [797 ft2]
W 01R
W 01
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W 01RW 01R W 01
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R
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W 01
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W 01RW 01RW 01
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835 2030 17952745 R.O. * 660420
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35 3325 3740360 2745 R.O. * 970220 1830 R.O. 940
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3740 3325 35940 1830 R.O. 970 2745 R.O. *215 365
53051830 R.O. 22101265
1795 2030 18552745 R.O. * 420660
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R.O
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1015 R.O.
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.O.
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1930
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1930
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975 2745 R.O. * 4402153325 35
2745 R.O. * 3653740
1830 R.O. 97594035 7030 35
2745 R.O. * 2153651830 R.O. 11909053325 374035
2745 R.O. * 1830 R.O. 9409702153653390 3745
1230
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6305
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3745940 1830 R.O. 975
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3700
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.O. *
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1830 R.O.1070 1005 R.O.1640 R.O. 1930 R.O.115 4002845
195 1804555
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.O.
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2037
4537
4532
4018
30 R
.O.
975
940
1830
R.O
.97
512
6522
1027
45 R
.O. *
360
215
940
2745
R.O
. *15
534
0
1015 1930
3905 24001230 95
1230
215
3195
6025
675
1830
R.O
.43
037
65
W 01
D.407.A
D.406.F
W 03W 03
D.402.D
D.40
2.DD.
402.D
D.40
9.D
D.409.D D.409.D
D.40
1.D
D.401.D D.401.D
UNIT 40771.6m2 [771 ft2]
D.40
7.F
D.406.K
D.405.KD.407.D D.403.D
D.402.DD.404.DD.408.DD.410.D
D.409.DD.408.D
D.40
3.D
03
03
03
03
03
0303
03
03
03
03
03
03 03
03
07
0807
19 19
19
19 19
1919
19
1919
1919
19
19
19 19
19
19
20
20 20 20
20
20
202020
20
21
21
6 2 3 2
6 2 3 2
6 2 3 2
5 2 3 2
5 2 3 2
5 2 3 2
2323
2323
23
23
2323
610clear
seismic joint
EXIT to Stair 2
hold
open
at do
or
hold
open
at do
or
26
26
28
28
28
28
28
28
28
28 28
28
P 3/4sim.
shearwall doubleplywood seestructure
P 3/4sim.
shearwall doubleplywood (seestructure)
EW 1
EW 1
EW 1
P 1.1 P 1.2 P 1.1
EW 1
P 2.1 P 2.1 P 2.1 P 2.1
P 2.1
P 2.1
EW 1sim.
EW 1
P 7.3P 7.1
P 7.1
P 2.1P 2.1
P 2.1
P 2.1
EW 1
P 1.2
P 1.2
P 1.2
sim.
P 1.2
06
06
06
EW 1
EW 1
EW 1
EW 1
EW 1
P 1.2
P 1.2
P 1.1
P 1.2
P 1.1
P 1.2
P 1.2
P 1.2
P 1.2
P 2.1
P 2.1
P 2.2
P 2.1
P 2.1
P 2.1
P 7.2
P 7.2
P 7.3
P 2.1
P 2.1
shearwall double plywood see structure
06
seeA4.1
seeE314
seeA4.1
seeA4.1
seeIN214
seeIN208
seeIN209
seeIN201
seeIN202
seeIN201
seeIN201
seeIN202
seeIN217
seeIN214
seeE311
seeE311
seeE311
seeE311
seeR440
D.401.AD.40
1.G
D.40
1.B
D.40
1.G
D.401.D
D.401.C
D.40
1.C
D.40
1.D
D.401.D
D.40
1.D
7100
[23'-
3 1/2
"]30
50 [1
0'-0
1/4"]
7100
[23'-
3 1/2
"]71
00 [2
3'-3
1/2"]
C
A
9220
[30'-
3"]
17535 [24'-8 3/4"]
47400 [24'-3 1/4"] 7435 [24'-4 3/4"]
184425 [14'-6 1/4"] 7100 [23'-3 1/2"] 7100 [23'-3 1/2"] 3885 [12'-9"]
B
1600
[5'-
3"]
H
1045
0 [3
4'-3
1/2"]
J
K
L
1565
[5'-1
1/2"
]10
450
[34'-
3 1/2
"]
6 8 10 12 14
7535 [24'-8 1/2"] 7400 [24'-3 1/2"] 7435 [24'-4 1/2"]
7135 [23'-4 3/4"] 7100 [23'-3 1/2"]
16
7145 [23'-5 1/2"] 4095 [13'-5"]
18
1 2 3 4
G
F
E
D
2 3 5 7 9 117100 [23'-3 1/2"]
137100 [23'-3 1/2"]
157100 [23'-3 1/2"]
17
5
2575 [8'-5 1/2"]
2865 [9'-4 3/4"]
7100 [23'-3 1/2"]
1A4.5
1A4.3
1A4.4
J
K
H
G
F
E
D
3050
[10'-
0 1/4
"]71
00 [2
3'-3
1/2"]
7100
[23'-
3 1/2
"]
A
3990
[13'-
1"]
L
7000 [22'-11 3/4"]to gridline 4
7100 [23'-3 1/2"]
2A4.3
4th Floor Planmetric scale: 1 : 100
1A2.6
A sim.BBA C
C B BBB
B sim.B sim.
D
AA
BB
B
E
KEY PLANBUILDING 2 / 4 BUILDING 1 / 3
H
4
1A3.2
2 / 3A3.2
1 /2A3.3
1A3.4
2 /3A3.4
1A3.5
3A3.3
2 / 3A3.5
2112
5
44315
- - - -FLOOR BASEWALLSCEILING
FINISH LEGEND
FLOOR12
concrete - steel trowelled and sealed
3
vinyl plank flooring
45
concrete - broomed finish
6ceramic tile
BASE
none1
rubber base32
WALLS
1
GWB smooth finish - painted
2
3
CEILING
GWB smooth finish - painted12
exposed concrete structure - painted
7
painted wood/mdf
carpet stair treads with contrasting vinyl stair nosings and with vinyl tactile warning strips at the landings, landings are carpet finish
reserved
exposed concrete structure - painted
maple veneer panelling
reserved
plywood sheathing over sanded and taped GWB
exposed concrete structure - sac rubbed prior to paint finish
4
5
4 ceramic tile extended
01
Window guardrail located in public corridor or stairwell with a sill below 1100 mm aff, install a 38 mm Ø metal tube railing at 1070 mm, paint finish - arch spec colour. See window schedule A5.2
KEY NOTES (APPLICABLE TO BUILDING FLOOR PLANS)
Concrete structural slab band (shown as a grayed area), refer to structure
Balcony sunshade at sixth floor level of building 1 (& 3) and fourth floor level of building 2 (& 4) - see detail R435 and R436
Mechanical corridor pressurization duct shaft complete with fire rated steel stud framed shaft wall - refer to mechanical and see details IN208 and IN209.
Main building entrance complete with key & enterphone entry; fire annunciator panel located right outside the main lobby - refer to electrical drawings.
Concrete retaining wall - partial shown, see site plan for full extent.
Balcony privacy screening for neighbouring suites: clear anodized aluminum posts and panel mounting hardware c/w tempered glass panels. See detail E342.
Structural balcony post and / or beam support (refer to structure), painted to match exterior wall finish, 3 different paint colours - see exterior elevations
Exterior hose bib location, refer to mechanical plans.
27
05
19
12
02
22
20
07
10
Exterior wall - double shear plywood - extend interior shear plywood as per structure
Sunshade at fifth floor (penthouse) level of building 2 (& 4) - see detail R417
28
Structural heavy timber primary entry canopy framing - see detail R437 and R438; refer to Structure
24
Ground floor patio fence: 19x140 cedar fence board both sides, rough sawn face visible - semi-opaque oil stain - see detail F109
17
06
Residential balcony - see E334 thru E336- handrails & guardrails: clear anodized aluminum posts and panel mounting hardware c/w tempered glass panels. See detail E340. - Exterior low level step LED light fixture provided at every suite patio / balcony, refer to electrical drawings.
18
Glazed rooftop patio railings: clear anodized aluminum posts and panel mounting hardware c/w tempered glass panels. See detail E341.
21
Mechanical central boiler duct shaft complete with fire rated steel stud framed shaft wall - refer to mechanical and see detail IN208.08
Building entrance door complete with an accessible H/C push door operator, refer to electrical drawings.
13
Install plywood sheathing with fire protectant paint for mounting of equipment in service room, refer mechanical and electrical plans for mounting locations. 11
200mm wide shearwall stud pack at end of each party wall (shown as a grayed area) - refer to structure03
Sac rubbing of concrete walls in the basement corridor for preparation of paint finish04
Structural heavy timber secondary entry canopy framing - see detail R440 and R441; refer to Structure
25
Built-up second floor cornice - see detail E310
26
Roof access hatch and ladder:- located in stairwell 2 - see detail R403
- located in storage room - see detail R404
23
Mechanical exhaust fan unit, refer to mechanical plans.09
Exterior low level step LED light fixture, refer to electrical drawings.
15 Concrete exhaust well flush with grade, see mechanical.
14
Ground floor patio: Exposed concrete slab on grade, sealed finish.- Exterior low level step LED light fixture provided at every suite patio / balcony, refer to electrical drawings.
Pop-up parapet c/w cantilevered edge projection - see detail R420 thru R423
29
For unit plan finishes, see sheets A2.10 and A2.11
3016
Transfer air opening in concrete wall, refer to mechanical drawings.
Fully enclosed lockable chain link enclosed storage / bike locker - see detail IN219
31 Precast concrete exterior treads at the 5th floor roof top level - see detail R429 & R430
32 Side-mounted (on roof curb) metal guard railing system complete with pickets, pre-painted, Arch spec colour
GENERAL NOTES (APPLICABLE TO BUILDING FLOOR PLANS)
1.
2.
3.
4.
5.
6.
7.
Contractor to verify all dimensions and details prior to commencement of work and shall notify architect of any errors or discrepancies. All dimension units are given as millimeters.
Noted dimensions shall take precedence over scaled drawings.
Exterior dimensioning is to face of concrete/sheathing or building grid.Interior dimensioning is to face of stud or center line of shear wall.
Exterior door and window openings are dimensioned to the rough opening unless otherwise noted.
All work shall be equal in all respects to good construction practice, and shall conform to current standards of the British Columbia Building Code 2012 or local building codes and by-laws which may take precedence.
For interior dimensions of the residential suites and additional detail references, refer to the suite floor plans on A2.10 and A2.11.
Stair and Ramp railings, landings, and treads must conform to BCBC 3.4.6.
8.
9.
10.
11.
12.
Interior stair dimensions of treads, handrails, etc. are represented on drawing A4.1 and A4.2.
Site Plan General Note: Parking stall lines shall be painted in the outdoor parking lots. A minimum drive aisle clearance of 7.9m must be maintained between parking stalls. Standard parking stalls must be a minimum of 2.6m wide by 5.5m deep. H/C stall must be a minimum of 3.6m wide by 5.5m deep.
Electric fireplace installation in the two penthouse suites of Building 2 (& 4) at the 5th floor level. Installation to be co-ordinated with mechanical and manufacturers instructions. Millwork finishes completed later in construction sequence. Refer to millwork drawing 5/A6.1 for overall dimensions and details.
For exhaust duct bulkheads see reflected ceiling plans on A2.12 and A2.13.
Electrical junction / breaker panels and telus / cable / internet smart panels are shown in all units. Refer to electrical floor plans for locations.
* dimenision is showing the full R.O. of the window and patio door combined,note there is wood studs between the two separate vinyl window and door unitssee detail E321 and refer to window schedule for individual rough openings, typical
