ALEXANDER STREET DUNLEVY AVENUE LANE ADJACENT 2 STOREY BUILDING (+/- 8.3m) ADJACENT 4 STOREY BUILDING (+/- 12.8m) ADJACENT 5 STOREY BUILDING (+/- 15.3m) ADJACENT 1 STOREY BUILDING (+/-3.8m) ADJACENT 2 STOREY BUILDING (+/- 6.8m) RODDAN LODGE JACKSON AVENUE 1 CONTEXT PLAN 1:1200 PROJECT AREA This drawing, as an instrument of service, is the property of dys architecture and may not be reproduced without their permission and provided always that any production carries their name. All designs and other information shown on this drawing are for use on the specified project only and shall not be used otherwise without written permission of dys architecture. Payment of all sums due to dys architecture up to the date of use of this drawing is a condition precedent to the use thereof. Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job and dys architecture shall be informed of any variations from the dimensions and conditions shown on the drawings. Shop drawings shall be submitted to dys architecture for review before proceeding with fabrication. DATE SCALE DRAWN CHECKED PROJECT PROJECT 2 6 0 - 1 7 7 0 B u r r a r d S t r e e t V a n c o u v e r B C V 6 J 3 G 7 t e l 6 0 4 . 6 6 9 . 7 7 1 0 w w w . d y s a r c h i t e c t u r e . c o m dys architecture CLIENT NO. | DATE | ISSUE NO. | DATE | REVISION A0.01 NOV 6, 2017 RB A216317 DECONSTRUCTION RODDAN LODGE 124 DUNLEVY AVENUE COVER SHEET DRAWING LIST DECONSTRUCTION AND DEMOLITION 124 DUNLEVY AVENUE NOVEMBER, 2017 PROJECT INFORMATION CONSULTANTS LIST OF DRAWINGS DYS ARCHITECTURE 260 - 1770 BURRARD ST VANCOUVER, BC. V6J 3G7 TEL: (604) 669-7710 FAX: (604) 669-6629 MECHANICAL 1. ARCHITECTURAL DRAWINGS DECONSTRUCTION AREA (SQ. M) EXISTING LEVEL 1 923.11 LEVEL 2 782.47 LEVEL 3 782.47 LEVEL 4 782.47 LEVEL 5 850.63 LEVEL 6 826.70 ROOF 752.76 TOTAL 5,700.61 NOTE: EXISTING AREAS ARE APPROXIMATE. LEGAL DESCRIPTION AMENDED LOTS 1 TO 6 INCLUSIVE, BLOCK 41, DISTRICT LOT 196, PLAN 196, GROUP 1, NEW WESTMINSTER DISTRICT CIVIC ADDRESS 124 DUNLEVY AVENUE, VANCOUVER, BC. V6A 3T6 DEMOLITION AREA SUMMARY A0.01 DECONSTRUCTION - COVER SHEET & DRAWING LIST A0.02 DECONSTRUCTION - SURVEY PLAN A1.01 DECONSTRUCTION - SITE PLAN A1.02 DECONSTRUCTION - PHOTOS A2.01 DECONSTRUCTION - FLOOR PLAN GROUND LEVEL A2.02 DECONSTRUCTION - FLOOR PLAN LEVEL 2 A2.03 DECONSTRUCTION - FLOOR PLAN LEVEL 3 A2.04 DECONSTRUCTION - FLOOR PLAN LEVEL 4 A2.05 DECONSTRUCTION - FLOOR PLAN LEVEL 5 A2.06 DECONSTRUCTION - FLOOR PLAN LEVEL 6 A2.07 DECONSTRUCTION - FLOOR PLAN ROOF PLAN A3.01 DECONSTRUCTION - ELEVATIONS NORTH & SOUTH A3.02 DECONSTRUCTION - ELEVATIONS EAST & WEST A4.01 DECONSTRUCTION - SECTIONS MCW CONSULTANTS LTD 1400-1185 WEST GEORGIA ST VANCOUVER, B.C. V6E 4E6 TEL: (604) 687-1821 ARCHITECTURAL MCW CONSULTANTS LTD 1400-1185 WEST GEORGIA ST VANCOUVER, B.C. V6E 4E6 TEL: (604) 687-1821 SPECIFICATIONS LANDMARK ARCHITECTURE 3841 WEST 31 AVENUE VANCOUVER, B.C. V6S 1Y2 TEL: (604) 228-1243 ELECTRICAL 2. MECHANICAL DRAWINGS M1.01 MECHANICAL DECONSTRUCTION SITE PLAN 3. ELECTRICAL DRAWINGS ED-1 ELECTRICAL DECONSTRUCTION SITE PLAN R.F. BINNIE & ASSOCIATES 205-4946 CANADA WAY BURNABY, B.C. V5G 4H7 TEL: (604) 420-1721 FAX: (604) 420-4743 CIVIL 4. CIVIL C01 COVER SHEET - LEGEND C02 DECOMMISSIONING PLAN (17-0892-DP) C03 EROSION AND SEDIMENT CONTROL PLAN (17-0892-ESC1) C04 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS (17-0892-ESC2) CLIENT CITY OF VANCOUVER FACILITIES DEVELOPMENT 507 WEST BROADWAY, SUITE 320 VANCOUVER, B.C. V5Z 084 TEL: 604.871.6329 PROJECT DATA SCOPE OF WORK - THE PROJECT CONSISTS GENERALLY OF THE DECONSTRUCTION AND GREEN DEMOLITION OF THE RODDAN LODGE LOCATED AT 124 DUNLEVY. 5. AS-BUILT DRAWINGS (1976) ARCHITECTURAL (A1-A14) STRUCTURAL (S1-S15) MECHANICAL (M1-M7) ELECTRICAL (E1-E7) LANDSCAPE (L1) RODDAN LODGE
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Transcript
ALEXANDER STREET
DU
NLE
VY
AV
EN
UE
LANE
ADJACENT2 STOREYBUILDING(+/- 8.3m)
ADJACENT4 STOREYBUILDING
(+/- 12.8m)
ADJACENT5 STOREYBUILDING
(+/- 15.3m)
ADJACENT1 STOREYBUILDING(+/-3.8m)
ADJACENT2 STOREYBUILDING(+/- 6.8m)
RODDAN LODGE
JAC
KS
ON
AV
EN
UE
1CONTEXT PLAN1:1200
PROJECT AREA
This drawing, as an instrument of service, is the property of dysarchitecture and may not be reproduced without theirpermission and provided always that any production carriestheir name. All designs and other information shown on thisdrawing are for use on the specified project only and shall notbe used otherwise without written permission of dysarchitecture. Payment of all sums due to dys architecture upto the date of use of this drawing is a condition precedent to theuse thereof.
Written dimensions shall have precedence over scaleddimensions. Contractors shall verify and be responsible for alldimensions and conditions on the job and dys architecture shallbe informed of any variations from the dimensions andconditions shown on the drawings. Shop drawings shall besubmitted to dys architecture for review before proceeding withfabrication.
DATESCALE
DRAWN CHECKEDPROJECT
PROJECT
260 - 1770 Burrard Street Vancouver BC V6J 3G7tel 604.669.7710 www.dysarchitecture.com
C01 COVER SHEET - LEGENDC02 DECOMMISSIONING PLAN (17-0892-DP)C03 EROSION AND SEDIMENT CONTROL PLAN (17-0892-ESC1)C04 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS (17-0892-ESC2)
CLIENT
CITY OF VANCOUVERFACILITIES DEVELOPMENT507 WEST BROADWAY, SUITE 320VANCOUVER, B.C. V5Z 084TEL: 604.871.6329
PROJECT DATA
SCOPE OF WORK -THE PROJECT CONSISTS GENERALLY OF THE DECONSTRUCTIONAND GREEN DEMOLITION OF THE RODDAN LODGE LOCATED AT124 DUNLEVY.
5. AS-BUILT DRAWINGS (1976)
ARCHITECTURAL (A1-A14)
STRUCTURAL (S1-S15)
MECHANICAL (M1-M7)
ELECTRICAL (E1-E7)
LANDSCAPE (L1)
RODDAN LODGE
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PLOT STAMP:
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1
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07 NOV
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2017
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ISSUED FOR REVIEW
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2
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17 NOV
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2017
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ISSUED FOR TENDER
This drawing, as an instrument of service, is the property of dysarchitecture and may not be reproduced without theirpermission and provided always that any production carriestheir name. All designs and other information shown on thisdrawing are for use on the specified project only and shall notbe used otherwise without written permission of dysarchitecture. Payment of all sums due to dys architecture upto the date of use of this drawing is a condition precedent to theuse thereof.
Written dimensions shall have precedence over scaleddimensions. Contractors shall verify and be responsible for alldimensions and conditions on the job and dys architecture shallbe informed of any variations from the dimensions andconditions shown on the drawings. Shop drawings shall besubmitted to dys architecture for review before proceeding withfabrication.
DATESCALE
DRAWN CHECKEDPROJECT
PROJECT
A0.0
2
1:100
A216317
SURVEY PLAN
DECONSTRUCTIONRODDAN LODGE
124 DUNLEVY AVENUE
·
·
·
·
·
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14.87
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14.90
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14.96
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14.95
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14.87
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14.92
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14.93
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14.80
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15.01
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14.86
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14.74
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14.81
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14.78
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14.69
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14.78
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14.75
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14.64
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14.75
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14.57
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14.70
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14.61
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14.53
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14.62
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14.92
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14.84
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14.79(g)
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14.88(c)
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14.79(g)
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14.85
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14.75(g)
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14.78(c)
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14.68(g)
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14.74(c)
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14.55(g)
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14.67(c)
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14.43(g)
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14.54(c)
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14.31(g)
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14.45(c)
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14.19(g)
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14.29(c)
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14.06(g)
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14.18(c)
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14.25
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14.03
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14.14
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14.37
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14.49
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14.63
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14.77
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14.81
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14.79
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14.68
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14.52
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14.53
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14.27
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14.24
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14.37
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14.49
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14.63
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14.74
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14.82
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15.01
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14.93
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14.93
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13.90
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13.86
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13.88
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13.93
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13.97
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14.01
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14.04
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14.09
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14.14
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13.99
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14.00
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13.96
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13.90
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13.89
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13.94(g)
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13.88(g)
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14.00(c)
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13.83(g)
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13.95(c)
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13.80(g)
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13.90(c)
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13.75(g)
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13.85(c)
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13.69(g)
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13.85(c)
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13.68(g)
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13.80(c)
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13.63(g)
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13.76(c)
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13.63(g)
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13.76(c)
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14.23
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14.12
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13.95
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14.83
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14.91
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14.87
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14.83
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14.69
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14.90
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14.73
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14.78
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14.21
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13.81
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14.01
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14.03
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13.97
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PP
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PP
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PP
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GV
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GV
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GV
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GV
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GV
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MH
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MH
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CB
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CROWN OF ROAD
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WV
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WV
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WV
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MH
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DECID.
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DECID.
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%%C=0.12
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14.09(c)
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13.98(g)
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14.23(g)
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14.43(c)
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14.34(g)
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14.53(c)
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14.49(g)
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14.62(c)
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14.09
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14.27
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14.31
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14.32(c)
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14.13(g)
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14.04
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14.20(c)
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14.24
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14.25
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14.31
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14.31
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14.71(t)
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14.27
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14.24
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14.63(t)
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WV
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CB
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PS
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PS
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14.71(c)
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14.61(g)
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BCHA MH
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BCHA MH
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14.21
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14.37
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14.71
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14.32
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14.32
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14.29
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14.26
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14.16
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14.20
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14.23
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14.15
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14.15
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14.20
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14.78
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14.10
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14.81
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14.24
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14.26
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14.25
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14.23
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14.76
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14.80
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14.91
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14.80
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14.83
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DECID.
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DECID.
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MW
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MW
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DECID.
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MW
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MW
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MW
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CB
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14.75
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14.85
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14.60
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LS
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LS
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LS
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DECID.
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%%C=0.20
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PP(AT GROUND)
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GAS
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METER
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13.87(LP)
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14.09
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0.610
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(LP)
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2.134
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0.610
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2.134
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1.219
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#412
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TWO STOREY HOUSE
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PORCH
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ONE STOREY ADDITION
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#124
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6 STOREY RESIDENTIAL BUILDING
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RODDAN LODGE
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COURTYARD
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ASPHALT PARKING
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RETAINING WALL
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CHAIN LINK FENCE
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LANDSCAPING
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WALL
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WALL
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CHAIN LINK FENCE
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FENCE
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FENCE
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PAVERS
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PAVERS
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PAVERS
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(PAVERS/PLANTINGS)
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MW
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MW
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MW
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ALEXANDER STREET
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DUNLEVY AVENUE
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LANE
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(FULLY PAVED)
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90%%d01'50"
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89%%d59'10"
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90%%d00'32"
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89%%d58'28"
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91%%d40'34"
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45.747(PL)
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91%%d40'52"
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45.737(PL)
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1%%d39'02"
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37.188(PL)
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1%%d40'02"
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37.192(PL)
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1
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2
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3
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4
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5
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PLAN 196
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7
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PLAN 196
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%%USITE AREA:
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1701.1 m²²
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300%%CWATER
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300%%CWATER
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200%%CWATER
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200%%CSAN
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200%%CSAN
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300%%CSTM
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300%%CSTM
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250%%CSTM
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168%%CGAS
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168%%CGAS
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168%%CGAS
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168%%CGAS
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TERASPAN
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TERASPAN
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ELECTRICAL
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CURB/GUTTER
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CURB/GUTTER
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CURB/GUTTER
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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20.117
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(66')
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6.096
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(20')
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MONUMENT
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V-1637
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200%%CWATER
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0.55
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TO PL
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0.55
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TO PL
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0.07 CLEAR
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OF PL
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0.10 CLEAR
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OF PL
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1.219
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A
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RP=23.0
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19.9
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CONCRETE BLOCK BUILDING
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T
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T
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T
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T
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T
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T
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2.45
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14.75
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27.30(t)
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26.35(b)
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4.90
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26.4(t)
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25.5(b)
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TRANSFORMERS (3)
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TRANSFORMERS (3)
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HYDRO
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HYDRO
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RP=18.50
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RP=19.15
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RP=19.7
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EAVE=17.5
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EAVE=
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RP=23.2
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22.3
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RP=
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PLOT STAMP:
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SURVEY PLAN OF LOTS 1 TO 6 INCLUSIVE, BLOCK 41, DISTRICT LOT 196, PLAN 196, GROUP 1, NEW WESTMINSTER DISTRICT
ELEVATIONS ARE DERIVED FROM INTEGRATED CONTROL MONUMENT V-1637 LOCATED AT THE NORTHWEST CORNER OF ALEXANDER STREET AND DUNLEVY AVENUE WITH AN ELEVATION OF 14.048m CVD28GVRD (2005) PROPERTY LINE DIMENSIONS ARE DERIVED FROM POSTING PLAN EPP49076. ALL TREES AND STUMPS HAVE BEEN PLOTTED AS REQUIRED BY BYLAW No.7347. LOCATION OF EXISTING SERVICES ARE BASED ON INFORMATION COMPILED FROM FIELD SURVEYS. LOCATION OF UNDERGROUND SERVICES SHOWN ARE APPROXIMATE ONLY AND MUST BE CONFIRMED IN THE FIELD BY EXPOSURE.
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INDICATES PROPERTY LINE
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PL
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INDICATES ROOF PEAK
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RP
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INDICATES TRANSFORMER (POLE MOUNTED)
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T
TREES TO BEREMOVED
TREES TO BEREMOVED
EXISTING STREET TREESALONG ALEXANDER STTO REMAIN
EXISTING STREET TREESALONG ALEXANDER STTO REMAIN
TREES TO BEREMOVED
INSTALL TREE PROTECTION FENCING.AS PER COV DIRECTION, INSTALLORANGE SNOW FENCING OR MINIMODULAR FENCING WITH REBAR INTHE CORNERS OF THE GRASSCUTOUTS. ENSURE THERE ARE NOTRIPPING HAZARDS.
INSTALL TREE PROTECTION FENCING. ASPER COV DIRECTION, INSTALL ORANGESNOW FENCING OR MINI MODULARFENCING WITH REBAR IN THE CORNERSOF THE GRASS CUTOUTS. ENSURETHERE ARE NO TRIPPING HAZARDS.
CONC CURBS TO BEREMOVED
REMOVEBENCH
REMOVE BENCH
PLANTING TOBE REMOVED
2'-0"x2'-0" CONC PAVERSTO BE REMOVED
2'-0" x 2'-0" CONC PAVERSTO BE REMOVED
EXPOSEDAGGREGATE CONCPAVERS TO BEREMOVED
PLANTING TOBE REMOVED
PLA
NTI
NG
TO
BE
RE
MO
VE
D
EXPOSED AGGCONC SIDEWALK TOBE REMOVED
PAVERS TO BEREMOVED
PAVERS TO BEREMOVED
PAVERS TO BEREMOVED
PA
VE
RS
TO
BE
RE
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VE
D
EXPOSEDAGGREGATE CONCPAVERS TO BEREMOVED
2'-0"x2'-0" CONC PAVERSTO BE REMOVED
SHRUBS TO BEREMOVED
RETAINING WALL TO BEREMOVED
ASHPHALTPAVING TO BEREMOVED
FENCE TO BEREMOVED
EXIST CATCH BASINTO REMAIN
FACADES OF ADJACENTBUILDINGS TO BEPROTECTED DURINGDECONSTRUCTION ANDDEMOLITION
FACADES OF ADJACENTBUILDINGS TO BEPROTECTED DURINGDECONSTRUCTION ANDDEMOLITION
FACADES OF ADJACENTBUILDINGS TO BEPROTECTED DURINGDECONSTRUCTION ANDDEMOLITION
EXISTING GAS METERSERVING ADJACENTPROPERTY TO BEPROTECTED DURINGDECONSTRUCTION ANDDEMOLITION
LINE OF CANOPY ABOVETO BE REMOVED
LINE OF CANOPY ABOVETO BE REMOVED
LINE OF CANOPY ABOVETO BE REMOVED
This drawing, as an instrument of service, is the property of dysarchitecture and may not be reproduced without theirpermission and provided always that any production carriestheir name. All designs and other information shown on thisdrawing are for use on the specified project only and shall notbe used otherwise without written permission of dysarchitecture. Payment of all sums due to dys architecture upto the date of use of this drawing is a condition precedent to theuse thereof.
Written dimensions shall have precedence over scaleddimensions. Contractors shall verify and be responsible for alldimensions and conditions on the job and dys architecture shallbe informed of any variations from the dimensions andconditions shown on the drawings. Shop drawings shall besubmitted to dys architecture for review before proceeding withfabrication.
DATESCALE
DRAWN CHECKEDPROJECT
PROJECT
260 - 1770 Burrard Street Vancouver BC V6J 3G7tel 604.669.7710 www.dysarchitecture.com
dys architecture
CLIENT
NO. | DATE | ISSUE
NO. | DATE | REVISION
A1.0
1
NOV 6, 20171:100
RBA216317
DECONSTRUCTIONRODDAN LODGE
124 DUNLEVY AVENUE
SITE PLAN
NOTE:REFER TO MECHANICAL,ELECTRICAL AND CIVILDRAWINGS FOR DISCONNECTIONAND REMOVAL OF ALL UTILITIES
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#412
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TWO STOREY HOUSE
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PORCH
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ONE STOREY ADDITION
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#124
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6 STOREY RESIDENTIAL BUILDING TO BE DECONSTRUCTED
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LANDSCAPING
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WALL
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WALL
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ALEXANDER STREET
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DUNLEVY AVENUE
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LANE
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(FULLY PAVED)
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90%%d01'50"
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89%%d59'10"
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90%%d00'32"
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89%%d58'28"
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PLAN 196
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%%USITE AREA:
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1701.1 m²²
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CURB/GUTTER
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CURB/GUTTER
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE BLOCK BUILDING
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RODDAN LODGE
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BENCH
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SLOPE @ 6%
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SLOPE
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PLANTING TO BE REMOVED
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PROPERTY LINE
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PROPERTY LINE
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PROPERTY LINE
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PLOT STAMP:
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1
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07 NOV
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2017
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ISSUED FOR REVIEW
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2
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17 NOV
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2017
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ISSUED FOR TENDER
This drawing, as an instrument of service, is the property of dysarchitecture and may not be reproduced without theirpermission and provided always that any production carriestheir name. All designs and other information shown on thisdrawing are for use on the specified project only and shall notbe used otherwise without written permission of dysarchitecture. Payment of all sums due to dys architecture upto the date of use of this drawing is a condition precedent to theuse thereof.
Written dimensions shall have precedence over scaleddimensions. Contractors shall verify and be responsible for alldimensions and conditions on the job and dys architecture shallbe informed of any variations from the dimensions andconditions shown on the drawings. Shop drawings shall besubmitted to dys architecture for review before proceeding withfabrication.
DATESCALE
DRAWN CHECKEDPROJECT
PROJECT
260 - 1770 Burrard Street Vancouver BC V6J 3G7tel 604.669.7710 www.dysarchitecture.com
dys architecture
CLIENT
NO. | DATE | ISSUE
NO. | DATE | REVISION
A1.0
2
NOV 6, 20171:200
RBA216317
DECONSTRUCTIONRODDAN LODGE
124 DUNLEVY AVENUE
PHOTOS
VIEW OF EXISTING TREES TO REMAING ALONG ALEXANDER STREET VIEW OF HOUSE ADJACENT TO THE EAST PROPERTY LINE
VIEW OF EXISTING FENCE TO BE REMOVED FROM EAST SIDE
VIEW OF EXISTING GAS METER TO REMAIN
VIEW OF EXISTING ASPHALT PARKING AND CONC CURBS TO BE REMOVED VIEW OF EXISTING CONC PAVERS, TREES, FENCE AND SHRUBS TO BE REMOVED
VIEW OF SOUTH LANE AND EXISTING BC HYDRO POLE TO REMAIN
WEST VIEW OF PROPERTY AND LANDSCAPE TO BE REMOVED
TREE PROTECTION DETAIL
NTS
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DECID.
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%%C=0.20
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#396
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#412
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TWO STOREY HOUSE
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PORCH
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ONE STOREY ADDITION
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#124
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6 STOREY RESIDENTIAL BUILDING TO BE DECONSTRUCTED
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LANDSCAPING
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WALL
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WALL
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FENCE
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ALEXANDER STREET
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DUNLEVY AVENUE
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LANE
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(FULLY PAVED)
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90%%d01'50"
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89%%d59'10"
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90%%d00'32"
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89%%d58'28"
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PLAN 196
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21
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PLAN 196
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%%USITE AREA:
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1701.1 m²²
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ELECTRICAL
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CURB/GUTTER
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CURB/GUTTER
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CURB/GUTTER
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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MONUMENT
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V-1637
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CONCRETE BLOCK BUILDING
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RODDAN LODGE
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PLOT STAMP:
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NOTE: SEE DWG ED-1 AND M1.01 FOR ALL ELETRICAL AND MECHANICAL DEMOLITION INFORMATION
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1
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A1.02
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2
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4
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5
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6
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9
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5
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2
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1
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2
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ISSUED FOR TENDER
OFFICE MECHANICAL ELECT.LOBBY
H H
H H H H
H H
H H
PUBLIC
CARETAKER'S SUITE
LAU
ND
RY
WORKSHOP
LOUNGE
COMMUNAL STORAGE
A
A
EXIT CORRIDOR
EX
IT C
OR
RID
OR
ELEVATORMACHINEROOM
CHAIRSTORAGE
LOCKER RM.14 Lockers
LOCKER RM.21 Lockers
STAIR 2
STA
IR 1
VESTIBULE
1
2STAIR 3
HANDICAPPED
STOR.
JAN
1
K
J
H
G
F
E
D
C
B
A
2 3 54 6 7 8 9 10 11 12
LEGEND:
SCOPE OF WORK:THE WORK INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING:
1. REMOVAL AND RECYCLING OF DOORS, WINDOWS, FIXTURES, EQUIPMENT AND APPLIANCES.
2. REMOVAL OF HAZARDOUS MATERIALS. REFER TO HAZARDOUS BUILDING MATERIAL SURVEY.
3. REMOVAL AND RECYCLING OF GYPSUM WALL BOARD PRODUCTS.
4. CRUSHING AND REMOVAL OF DEMOLISHED CONCRETE AND RECYCLING OF STEELREINFORCING. RECYCLE CONCRETE TO THE GREATEST EXTENT POSSIBLE.
5. REMOVAL OF STRUCTURAL SLAB AND FOUNDATIONS.
6. REMOVAL OF EXTERIOR PAVING, RETAINING WALLS AND LANDSCAPING.
7. REMOVAL AND RECYCLING OF EXTERIOR METAL FASCIA AND FLASHING.
8. REMOVAL AND CAPPING OFF OF ALL EXISTING UTILITIES WITHIN THE PROPERTY OF THEBUILDING BEING DEMOLISHED. REFER TO MECH, ELEC AND CIVIL DRAWINGS.
EXISTING TO BE DEMOLISHED
GENERAL NOTES:
1. THE DRAWINGS MAY NOT REPRESENT THE DETAILED ACCURATE CONFIGURATION OF THEBUILDING ; IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL SITE ANDBUILDING MEASUREMENTS AND CONDITIONS.
2. ERECT HOARDING TO CITY OF VANCOUVER STANDARDS AROUND ENTIRE PERIMETER OFSITE TO PROTECT THE PUBLIC, WORKERS, AND PUBLIC / PRIVATE PROPERTY FROM INJURYOR DAMAGE. LOCATIONS TO BE FIELD VERIFIED. MAINTAIN FOR THE DURATION OF THEWORK. PROTECTION TUNNELS TO BE CONSTRUCTED TO PROTECT THE SIDEWALKS TO THENORTH AND WEST SIDES OF THE PROJECT.
3. PROVIDE DUST PROTECTION AND DUST CONTROL AS REQUIRED BY MUNICIPAL ANDPROVINCIAL REGULATIONS.
4. DRAWINGS TO BE READ IN CONJUNCTION: WITH MECHANICAL, ELECTRICAL AND CIVILDRAWINGS AND THE PROJECT MANUAL FOR ALL OTHER DEMOLITION REQUIREMENTS.
5. CONTRACTOR TO ENGAGE AT THEIR COST A PROFESSIONAL ENGINEER REGISTERED IN BCTO DETERMINE THE ALLOWABLE LOADING FOR THE EXISTING STRUCTURE. PRECAUTIONSSHALL BE TAKEN BY THE CONTRACTOR AND SUBCONTRACTORS TO PREVENT THEOVERLOADING OF ANY PART OF THE STRUCTURE OR SCAFFOLDING DURING THEPROGRESS OF THE DEMOLITION WORK, AND ANY DAMAGE AND ANY CLAIMS RESULTINGFROM SUCH OVERLOADING SHALL BE MADE GOOD AT THE EXPENSE OF THE CONTRACTOROR SUBCONTRACTOR.
This drawing, as an instrument of service, is the property of dysarchitecture and may not be reproduced without theirpermission and provided always that any production carriestheir name. All designs and other information shown on thisdrawing are for use on the specified project only and shall notbe used otherwise without written permission of dysarchitecture. Payment of all sums due to dys architecture upto the date of use of this drawing is a condition precedent to theuse thereof.
Written dimensions shall have precedence over scaleddimensions. Contractors shall verify and be responsible for alldimensions and conditions on the job and dys architecture shallbe informed of any variations from the dimensions andconditions shown on the drawings. Shop drawings shall besubmitted to dys architecture for review before proceeding withfabrication.
DATESCALE
DRAWN CHECKEDPROJECT
PROJECT
260 - 1770 Burrard Street Vancouver BC V6J 3G7tel 604.669.7710 www.dysarchitecture.com
dys architecture
CLIENT
NO. | DATE | ISSUE
NO. | DATE | REVISION
A2.0
1
NOV 6, 20171:100
RBA216317
DECONSTRUCTIONRODDAN LODGE
124 DUNLEVY AVENUE
FLOOR PLANGROUND LEVEL
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A
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A4.01
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A
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A4.01
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B
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A4.01
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B
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A4.01
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PLOT STAMP:
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1
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07 NOV
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2017
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ISSUED FOR REVIEW
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2
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17 NOV
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2017
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ISSUED FOR TENDER
1
K
J
H
G
F
E
D
C
B
A
2 3 54 6 7 8 9 10 11 121
K
J
H
G
F
E
D
C
B
A
2 3 54 6 7 8 9 10 11 12
A A A A
A A A A
B B
A A
A A
A A
A A
A
A
A
A
A
A
A
A
A
A
A
A
B
B
JANITOR
FLAT ROOF OVERENTRANCE
GARBAGECHUTE
UP
DN
UPDN
UP DN
TEN
AN
T'S
SH
OW
ER
AN
D B
ATH
LEGEND:
SCOPE OF WORK:THE WORK INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING:
1. REMOVAL AND RECYCLING OF DOORS, WINDOWS, FIXTURES, EQUIPMENT AND APPLIANCES.
2. REMOVAL OF HAZARDOUS MATERIALS. REFER TO HAZARDOUS BUILDING MATERIAL SURVEY.
3. REMOVAL AND RECYCLING OF GYPSUM WALL BOARD PRODUCTS.
4. CRUSHING AND REMOVAL OF DEMOLISHED CONCRETE AND RECYCLING OF STEELREINFORCING. RECYCLE CONCRETE TO THE GREATEST EXTENT POSSIBLE.
5. REMOVAL OF STRUCTURAL SLAB AND FOUNDATIONS.
6. REMOVAL OF EXTERIOR PAVING, RETAINING WALLS AND LANDSCAPING.
7. REMOVAL AND RECYCLING OF EXTERIOR METAL FASCIA AND FLASHING.
8. REMOVAL AND CAPPING OFF OF ALL EXISTING UTILITIES WITHIN THE PROPERTY OF THEBUILDING BEING DEMOLISHED. REFER TO MECH, ELEC AND CIVIL DRAWINGS.
EXISTING TO BE DEMOLISHED
GENERAL NOTES:
1. THE DRAWINGS MAY NOT REPRESENT THE DETAILED ACCURATE CONFIGURATION OF THEBUILDING ; IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL SITE ANDBUILDING MEASUREMENTS AND CONDITIONS.
2. ERECT HOARDING TO CITY OF VANCOUVER STANDARDS AROUND ENTIRE PERIMETER OFSITE TO PROTECT THE PUBLIC, WORKERS, AND PUBLIC / PRIVATE PROPERTY FROM INJURYOR DAMAGE. LOCATIONS TO BE FIELD VERIFIED. MAINTAIN FOR THE DURATION OF THEWORK. PROTECTION TUNNELS TO BE CONSTRUCTED TO PROTECT THE SIDEWALKS TO THENORTH AND WEST SIDES OF THE PROJECT.
3. PROVIDE DUST PROTECTION AND DUST CONTROL AS REQUIRED BY MUNICIPAL ANDPROVINCIAL REGULATIONS.
4. DRAWINGS TO BE READ IN CONJUNCTION: WITH MECHANICAL, ELECTRICAL AND CIVILDRAWINGS AND THE PROJECT MANUAL FOR ALL OTHER DEMOLITION REQUIREMENTS.
5. CONTRACTOR TO ENGAGE AT THEIR COST A PROFESSIONAL ENGINEER REGISTERED IN BCTO DETERMINE THE ALLOWABLE LOADING FOR THE EXISTING STRUCTURE. PRECAUTIONSSHALL BE TAKEN BY THE CONTRACTOR AND SUBCONTRACTORS TO PREVENT THEOVERLOADING OF ANY PART OF THE STRUCTURE OR SCAFFOLDING DURING THEPROGRESS OF THE DEMOLITION WORK, AND ANY DAMAGE AND ANY CLAIMS RESULTINGFROM SUCH OVERLOADING SHALL BE MADE GOOD AT THE EXPENSE OF THE CONTRACTOROR SUBCONTRACTOR.
This drawing, as an instrument of service, is the property of dysarchitecture and may not be reproduced without theirpermission and provided always that any production carriestheir name. All designs and other information shown on thisdrawing are for use on the specified project only and shall notbe used otherwise without written permission of dysarchitecture. Payment of all sums due to dys architecture upto the date of use of this drawing is a condition precedent to theuse thereof.
Written dimensions shall have precedence over scaleddimensions. Contractors shall verify and be responsible for alldimensions and conditions on the job and dys architecture shallbe informed of any variations from the dimensions andconditions shown on the drawings. Shop drawings shall besubmitted to dys architecture for review before proceeding withfabrication.
DATESCALE
DRAWN CHECKEDPROJECT
PROJECT
260 - 1770 Burrard Street Vancouver BC V6J 3G7tel 604.669.7710 www.dysarchitecture.com
dys architecture
CLIENT
NO. | DATE | ISSUE
NO. | DATE | REVISION
A2.0
2
NOV 6, 20171:100
RBA216317
DECONSTRUCTIONRODDAN LODGE
124 DUNLEVY AVENUE
FLOOR PLANLEVEL 2
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A
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A4.01
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A
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A4.01
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B
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A4.01
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B
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A4.01
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PLOT STAMP:
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1
AutoCAD SHX Text
07 NOV
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2017
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ISSUED FOR REVIEW
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2
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17 NOV
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2017
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ISSUED FOR TENDER
1
K
J
H
G
F
E
D
C
B
A
2 3 54 6 7 8 9 10 11 121
K
J
H
G
F
E
D
C
B
A
2 3 54 6 7 8 9 10 11 12
A A A A
A A A A
B B
A A
A A
A A
A A
A
A
A
A
A
A
A
A
A
A
A
A
B
B
JANITOR
FLAT ROOF OVERENTRANCE
GARBAGECHUTE
UP
DN
UPDN
UP DN
TEN
AN
T'S
SH
OW
ER
AN
D B
ATH
LEGEND:
SCOPE OF WORK:THE WORK INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING:
1. REMOVAL AND RECYCLING OF DOORS, WINDOWS, FIXTURES, EQUIPMENT AND APPLIANCES.
2. REMOVAL OF HAZARDOUS MATERIALS. REFER TO HAZARDOUS BUILDING MATERIAL SURVEY.
3. REMOVAL AND RECYCLING OF GYPSUM WALL BOARD PRODUCTS.
4. CRUSHING AND REMOVAL OF DEMOLISHED CONCRETE AND RECYCLING OF STEELREINFORCING. RECYCLE CONCRETE TO THE GREATEST EXTENT POSSIBLE.
5. REMOVAL OF STRUCTURAL SLAB AND FOUNDATIONS.
6. REMOVAL OF EXTERIOR PAVING, RETAINING WALLS AND LANDSCAPING.
7. REMOVAL AND RECYCLING OF EXTERIOR METAL FASCIA AND FLASHING.
8. REMOVAL AND CAPPING OFF OF ALL EXISTING UTILITIES WITHIN THE PROPERTY OF THEBUILDING BEING DEMOLISHED. REFER TO MECH, ELEC AND CIVIL DRAWINGS.
EXISTING TO BE DEMOLISHED
GENERAL NOTES:
1. THE DRAWINGS MAY NOT REPRESENT THE DETAILED ACCURATE CONFIGURATION OF THEBUILDING ; IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL SITE ANDBUILDING MEASUREMENTS AND CONDITIONS.
2. ERECT HOARDING TO CITY OF VANCOUVER STANDARDS AROUND ENTIRE PERIMETER OFSITE TO PROTECT THE PUBLIC, WORKERS, AND PUBLIC / PRIVATE PROPERTY FROM INJURYOR DAMAGE. LOCATIONS TO BE FIELD VERIFIED. MAINTAIN FOR THE DURATION OF THEWORK. PROTECTION TUNNELS TO BE CONSTRUCTED TO PROTECT THE SIDEWALKS TO THENORTH AND WEST SIDES OF THE PROJECT.
3. PROVIDE DUST PROTECTION AND DUST CONTROL AS REQUIRED BY MUNICIPAL ANDPROVINCIAL REGULATIONS.
4. DRAWINGS TO BE READ IN CONJUNCTION: WITH MECHANICAL, ELECTRICAL AND CIVILDRAWINGS AND THE PROJECT MANUAL FOR ALL OTHER DEMOLITION REQUIREMENTS.
5. CONTRACTOR TO ENGAGE AT THEIR COST A PROFESSIONAL ENGINEER REGISTERED IN BCTO DETERMINE THE ALLOWABLE LOADING FOR THE EXISTING STRUCTURE. PRECAUTIONSSHALL BE TAKEN BY THE CONTRACTOR AND SUBCONTRACTORS TO PREVENT THEOVERLOADING OF ANY PART OF THE STRUCTURE OR SCAFFOLDING DURING THEPROGRESS OF THE DEMOLITION WORK, AND ANY DAMAGE AND ANY CLAIMS RESULTINGFROM SUCH OVERLOADING SHALL BE MADE GOOD AT THE EXPENSE OF THE CONTRACTOROR SUBCONTRACTOR.
This drawing, as an instrument of service, is the property of dysarchitecture and may not be reproduced without theirpermission and provided always that any production carriestheir name. All designs and other information shown on thisdrawing are for use on the specified project only and shall notbe used otherwise without written permission of dysarchitecture. Payment of all sums due to dys architecture upto the date of use of this drawing is a condition precedent to theuse thereof.
Written dimensions shall have precedence over scaleddimensions. Contractors shall verify and be responsible for alldimensions and conditions on the job and dys architecture shallbe informed of any variations from the dimensions andconditions shown on the drawings. Shop drawings shall besubmitted to dys architecture for review before proceeding withfabrication.
DATESCALE
DRAWN CHECKEDPROJECT
PROJECT
260 - 1770 Burrard Street Vancouver BC V6J 3G7tel 604.669.7710 www.dysarchitecture.com
dys architecture
CLIENT
NO. | DATE | ISSUE
NO. | DATE | REVISION
A2.0
3
RBNOV 6, 20171:100
RBA216317
DECONSTRUCTIONRODDAN LODGE
124 DUNLEVY AVENUE
FLOOR PLANLEVEL 3
AutoCAD SHX Text
A
AutoCAD SHX Text
A4.01
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A
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A4.01
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B
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A4.01
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B
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A4.01
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PLOT STAMP:
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1
AutoCAD SHX Text
07 NOV
AutoCAD SHX Text
2017
AutoCAD SHX Text
ISSUED FOR REVIEW
AutoCAD SHX Text
2
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17 NOV
AutoCAD SHX Text
2017
AutoCAD SHX Text
ISSUED FOR TENDER
1
K
J
H
G
F
E
D
C
B
A
2 3 54 6 7 8 9 10 11 121
K
J
H
G
F
E
D
C
B
A
2 3 54 6 7 8 9 10 11 12
A A A A
A A A A
B B
A A
A A
A A
A A
A
A
A
A
A
A
A
A
A
A
A
A
B
B
JANITOR
FLAT ROOF OVERENTRANCE
GARBAGECHUTE
UP
DN
UPDN
UP DN
TEN
AN
T'S
SH
OW
ER
AN
D B
ATH
LEGEND:
SCOPE OF WORK:THE WORK INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING:
1. REMOVAL AND RECYCLING OF DOORS, WINDOWS, FIXTURES, EQUIPMENT AND APPLIANCES.
2. REMOVAL OF HAZARDOUS MATERIALS. REFER TO HAZARDOUS BUILDING MATERIAL SURVEY.
3. REMOVAL AND RECYCLING OF GYPSUM WALL BOARD PRODUCTS.
4. CRUSHING AND REMOVAL OF DEMOLISHED CONCRETE AND RECYCLING OF STEELREINFORCING. RECYCLE CONCRETE TO THE GREATEST EXTENT POSSIBLE.
5. REMOVAL OF STRUCTURAL SLAB AND FOUNDATIONS.
6. REMOVAL OF EXTERIOR PAVING, RETAINING WALLS AND LANDSCAPING.
7. REMOVAL AND RECYCLING OF EXTERIOR METAL FASCIA AND FLASHING.
8. REMOVAL AND CAPPING OFF OF ALL EXISTING UTILITIES WITHIN THE PROPERTY OF THEBUILDING BEING DEMOLISHED. REFER TO MECH, ELEC AND CIVIL DRAWINGS.
EXISTING TO BE DEMOLISHED
GENERAL NOTES:
1. THE DRAWINGS MAY NOT REPRESENT THE DETAILED ACCURATE CONFIGURATION OF THEBUILDING ; IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL SITE ANDBUILDING MEASUREMENTS AND CONDITIONS.
2. ERECT HOARDING TO CITY OF VANCOUVER STANDARDS AROUND ENTIRE PERIMETER OFSITE TO PROTECT THE PUBLIC, WORKERS, AND PUBLIC / PRIVATE PROPERTY FROM INJURYOR DAMAGE. LOCATIONS TO BE FIELD VERIFIED. MAINTAIN FOR THE DURATION OF THEWORK. PROTECTION TUNNELS TO BE CONSTRUCTED TO PROTECT THE SIDEWALKS TO THENORTH AND WEST SIDES OF THE PROJECT.
3. PROVIDE DUST PROTECTION AND DUST CONTROL AS REQUIRED BY MUNICIPAL ANDPROVINCIAL REGULATIONS.
4. DRAWINGS TO BE READ IN CONJUNCTION: WITH MECHANICAL, ELECTRICAL AND CIVILDRAWINGS AND THE PROJECT MANUAL FOR ALL OTHER DEMOLITION REQUIREMENTS.
5. CONTRACTOR TO ENGAGE AT THEIR COST A PROFESSIONAL ENGINEER REGISTERED IN BCTO DETERMINE THE ALLOWABLE LOADING FOR THE EXISTING STRUCTURE. PRECAUTIONSSHALL BE TAKEN BY THE CONTRACTOR AND SUBCONTRACTORS TO PREVENT THEOVERLOADING OF ANY PART OF THE STRUCTURE OR SCAFFOLDING DURING THEPROGRESS OF THE DEMOLITION WORK, AND ANY DAMAGE AND ANY CLAIMS RESULTINGFROM SUCH OVERLOADING SHALL BE MADE GOOD AT THE EXPENSE OF THE CONTRACTOROR SUBCONTRACTOR.
This drawing, as an instrument of service, is the property of dysarchitecture and may not be reproduced without theirpermission and provided always that any production carriestheir name. All designs and other information shown on thisdrawing are for use on the specified project only and shall notbe used otherwise without written permission of dysarchitecture. Payment of all sums due to dys architecture upto the date of use of this drawing is a condition precedent to theuse thereof.
Written dimensions shall have precedence over scaleddimensions. Contractors shall verify and be responsible for alldimensions and conditions on the job and dys architecture shallbe informed of any variations from the dimensions andconditions shown on the drawings. Shop drawings shall besubmitted to dys architecture for review before proceeding withfabrication.
DATESCALE
DRAWN CHECKEDPROJECT
PROJECT
260 - 1770 Burrard Street Vancouver BC V6J 3G7tel 604.669.7710 www.dysarchitecture.com
dys architecture
CLIENT
NO. | DATE | ISSUE
NO. | DATE | REVISION
A2.0
4
NOV 6, 20171:100
RBA216317
DECONSTRUCTIONRODDAN LODGE
124 DUNLEVY AVENUE
FLOOR PLANLEVEL 4
AutoCAD SHX Text
A
AutoCAD SHX Text
A4.01
AutoCAD SHX Text
A
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A4.01
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B
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A4.01
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B
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A4.01
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PLOT STAMP:
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1
AutoCAD SHX Text
07 NOV
AutoCAD SHX Text
2017
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ISSUED FOR REVIEW
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2
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17 NOV
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2017
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ISSUED FOR TENDER
1
K
J
H
G
F
E
D
C
B
A
2 3 54 6 7 8 9 10 11 121
K
J
H
G
F
E
D
C
B
A
2 3 54 6 7 8 9 10 11 12
JANITOR
FLAT ROOF OVERENTRANCE
GARBAGECHUTE
UP
DN
UPDN
UP DN
TEN
AN
T'S
SH
OW
ER
AN
D B
ATH
LEGEND:
SCOPE OF WORK:THE WORK INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING:
1. REMOVAL AND RECYCLING OF DOORS, WINDOWS, FIXTURES, EQUIPMENT AND APPLIANCES.
2. REMOVAL OF HAZARDOUS MATERIALS. REFER TO HAZARDOUS BUILDING MATERIAL SURVEY.
3. REMOVAL AND RECYCLING OF GYPSUM WALL BOARD PRODUCTS.
4. CRUSHING AND REMOVAL OF DEMOLISHED CONCRETE AND RECYCLING OF STEELREINFORCING. RECYCLE CONCRETE TO THE GREATEST EXTENT POSSIBLE.
5. REMOVAL OF STRUCTURAL SLAB AND FOUNDATIONS.
6. REMOVAL OF EXTERIOR PAVING, RETAINING WALLS AND LANDSCAPING.
7. REMOVAL AND RECYCLING OF EXTERIOR METAL FASCIA AND FLASHING.
8. REMOVAL AND CAPPING OFF OF ALL EXISTING UTILITIES WITHIN THE PROPERTY OF THEBUILDING BEING DEMOLISHED. REFER TO MECH, ELEC AND CIVIL DRAWINGS.
EXISTING TO BE DEMOLISHED
GENERAL NOTES:
1. THE DRAWINGS MAY NOT REPRESENT THE DETAILED ACCURATE CONFIGURATION OF THEBUILDING ; IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL SITE ANDBUILDING MEASUREMENTS AND CONDITIONS.
2. ERECT HOARDING TO CITY OF VANCOUVER STANDARDS AROUND ENTIRE PERIMETER OFSITE TO PROTECT THE PUBLIC, WORKERS, AND PUBLIC / PRIVATE PROPERTY FROM INJURYOR DAMAGE. LOCATIONS TO BE FIELD VERIFIED. MAINTAIN FOR THE DURATION OF THEWORK. PROTECTION TUNNELS TO BE CONSTRUCTED TO PROTECT THE SIDEWALKS TO THENORTH AND WEST SIDES OF THE PROJECT.
3. PROVIDE DUST PROTECTION AND DUST CONTROL AS REQUIRED BY MUNICIPAL ANDPROVINCIAL REGULATIONS.
4. DRAWINGS TO BE READ IN CONJUNCTION: WITH MECHANICAL, ELECTRICAL AND CIVILDRAWINGS AND THE PROJECT MANUAL FOR ALL OTHER DEMOLITION REQUIREMENTS.
5. CONTRACTOR TO ENGAGE AT THEIR COST A PROFESSIONAL ENGINEER REGISTERED IN BCTO DETERMINE THE ALLOWABLE LOADING FOR THE EXISTING STRUCTURE. PRECAUTIONSSHALL BE TAKEN BY THE CONTRACTOR AND SUBCONTRACTORS TO PREVENT THEOVERLOADING OF ANY PART OF THE STRUCTURE OR SCAFFOLDING DURING THEPROGRESS OF THE DEMOLITION WORK, AND ANY DAMAGE AND ANY CLAIMS RESULTINGFROM SUCH OVERLOADING SHALL BE MADE GOOD AT THE EXPENSE OF THE CONTRACTOROR SUBCONTRACTOR.
A A A A
A A A A
B B
A A
A A
A A
A A
A
A
A
A
A
A
A
A
A
A
A
A
B
B
This drawing, as an instrument of service, is the property of dysarchitecture and may not be reproduced without theirpermission and provided always that any production carriestheir name. All designs and other information shown on thisdrawing are for use on the specified project only and shall notbe used otherwise without written permission of dysarchitecture. Payment of all sums due to dys architecture upto the date of use of this drawing is a condition precedent to theuse thereof.
Written dimensions shall have precedence over scaleddimensions. Contractors shall verify and be responsible for alldimensions and conditions on the job and dys architecture shallbe informed of any variations from the dimensions andconditions shown on the drawings. Shop drawings shall besubmitted to dys architecture for review before proceeding withfabrication.
DATESCALE
DRAWN CHECKEDPROJECT
PROJECT
260 - 1770 Burrard Street Vancouver BC V6J 3G7tel 604.669.7710 www.dysarchitecture.com
dys architecture
CLIENT
NO. | DATE | ISSUE
NO. | DATE | REVISION
A2.0
5
NOV 6, 20171:100
RBA216317
DECONSTRUCTIONRODDAN LODGE
124 DUNLEVY AVENUE
FLOOR PLANLEVEL 5
AutoCAD SHX Text
5105.4
AutoCAD SHX Text
5105.4
AutoCAD SHX Text
5105.4
AutoCAD SHX Text
5105.4
AutoCAD SHX Text
5105.4
AutoCAD SHX Text
5105.4
AutoCAD SHX Text
A
AutoCAD SHX Text
A4.01
AutoCAD SHX Text
A
AutoCAD SHX Text
A4.01
AutoCAD SHX Text
B
AutoCAD SHX Text
A4.01
AutoCAD SHX Text
B
AutoCAD SHX Text
A4.01
AutoCAD SHX Text
PLOT STAMP:
AutoCAD SHX Text
1
AutoCAD SHX Text
07 NOV
AutoCAD SHX Text
2017
AutoCAD SHX Text
ISSUED FOR REVIEW
AutoCAD SHX Text
2
AutoCAD SHX Text
17 NOV
AutoCAD SHX Text
2017
AutoCAD SHX Text
ISSUED FOR TENDER
1
K
J
H
G
F
E
D
C
B
A
2 3 54 6 7 8 9 10 11 121
K
J
H
G
F
E
D
C
B
A
2 3 54 6 7 8 9 10 11 12
JANITOR
FLAT ROOF OVERENTRANCE
GARBAGECHUTE
DN
DN
DN
TEN
AN
T'S
SH
OW
ER
AN
D B
ATH
LEGEND:
SCOPE OF WORK:THE WORK INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING:
1. REMOVAL AND RECYCLING OF DOORS, WINDOWS, FIXTURES, EQUIPMENT AND APPLIANCES.
2. REMOVAL OF HAZARDOUS MATERIALS. REFER TO HAZARDOUS BUILDING MATERIAL SURVEY.
3. REMOVAL AND RECYCLING OF GYPSUM WALL BOARD PRODUCTS.
4. CRUSHING AND REMOVAL OF DEMOLISHED CONCRETE AND RECYCLING OF STEELREINFORCING. RECYCLE CONCRETE TO THE GREATEST EXTENT POSSIBLE.
5. REMOVAL OF STRUCTURAL SLAB AND FOUNDATIONS.
6. REMOVAL OF EXTERIOR PAVING, RETAINING WALLS AND LANDSCAPING.
7. REMOVAL AND RECYCLING OF EXTERIOR METAL FASCIA AND FLASHING.
8. REMOVAL AND CAPPING OFF OF ALL EXISTING UTILITIES WITHIN THE PROPERTY OF THEBUILDING BEING DEMOLISHED. REFER TO MECH, ELEC AND CIVIL DRAWINGS.
EXISTING TO BE DEMOLISHED
GENERAL NOTES:
1. THE DRAWINGS MAY NOT REPRESENT THE DETAILED ACCURATE CONFIGURATION OF THEBUILDING ; IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL SITE ANDBUILDING MEASUREMENTS AND CONDITIONS.
2. ERECT HOARDING TO CITY OF VANCOUVER STANDARDS AROUND ENTIRE PERIMETER OFSITE TO PROTECT THE PUBLIC, WORKERS, AND PUBLIC / PRIVATE PROPERTY FROM INJURYOR DAMAGE. LOCATIONS TO BE FIELD VERIFIED. MAINTAIN FOR THE DURATION OF THEWORK. PROTECTION TUNNELS TO BE CONSTRUCTED TO PROTECT THE SIDEWALKS TO THENORTH AND WEST SIDES OF THE PROJECT.
3. PROVIDE DUST PROTECTION AND DUST CONTROL AS REQUIRED BY MUNICIPAL ANDPROVINCIAL REGULATIONS.
4. DRAWINGS TO BE READ IN CONJUNCTION: WITH MECHANICAL, ELECTRICAL AND CIVILDRAWINGS AND THE PROJECT MANUAL FOR ALL OTHER DEMOLITION REQUIREMENTS.
5. CONTRACTOR TO ENGAGE AT THEIR COST A PROFESSIONAL ENGINEER REGISTERED IN BCTO DETERMINE THE ALLOWABLE LOADING FOR THE EXISTING STRUCTURE. PRECAUTIONSSHALL BE TAKEN BY THE CONTRACTOR AND SUBCONTRACTORS TO PREVENT THEOVERLOADING OF ANY PART OF THE STRUCTURE OR SCAFFOLDING DURING THEPROGRESS OF THE DEMOLITION WORK, AND ANY DAMAGE AND ANY CLAIMS RESULTINGFROM SUCH OVERLOADING SHALL BE MADE GOOD AT THE EXPENSE OF THE CONTRACTOROR SUBCONTRACTOR.
C C C C
C C C C
D D
C C
C C
C C
C C
C
C
C
C
C
C
C
C
C
C
C
C
D
D
This drawing, as an instrument of service, is the property of dysarchitecture and may not be reproduced without theirpermission and provided always that any production carriestheir name. All designs and other information shown on thisdrawing are for use on the specified project only and shall notbe used otherwise without written permission of dysarchitecture. Payment of all sums due to dys architecture upto the date of use of this drawing is a condition precedent to theuse thereof.
Written dimensions shall have precedence over scaleddimensions. Contractors shall verify and be responsible for alldimensions and conditions on the job and dys architecture shallbe informed of any variations from the dimensions andconditions shown on the drawings. Shop drawings shall besubmitted to dys architecture for review before proceeding withfabrication.
DATESCALE
DRAWN CHECKEDPROJECT
PROJECT
260 - 1770 Burrard Street Vancouver BC V6J 3G7tel 604.669.7710 www.dysarchitecture.com
dys architecture
CLIENT
NO. | DATE | ISSUE
NO. | DATE | REVISION
A2.0
6
NOV 6, 20171:100
RBA216317
DECONSTRUCTIONRODDAN LODGE
124 DUNLEVY AVENUE
FLOOR PLANLEVEL 6
AutoCAD SHX Text
5105.4
AutoCAD SHX Text
5105.4
AutoCAD SHX Text
5105.4
AutoCAD SHX Text
5105.4
AutoCAD SHX Text
5105.4
AutoCAD SHX Text
5105.4
AutoCAD SHX Text
5105.4
AutoCAD SHX Text
5105.4
AutoCAD SHX Text
5105.4
AutoCAD SHX Text
5105.4
AutoCAD SHX Text
5105.4
AutoCAD SHX Text
5105.4
AutoCAD SHX Text
5105.4
AutoCAD SHX Text
5105.4
AutoCAD SHX Text
5105.4
AutoCAD SHX Text
5105.4
AutoCAD SHX Text
5105.4
AutoCAD SHX Text
5105.4
AutoCAD SHX Text
5105.4
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5105.4
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5105.4
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5105.4
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5105.4
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5105.4
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5105.4
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5105.4
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5105.4
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A
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A4.01
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A
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A4.01
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B
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A4.01
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B
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A4.01
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PLOT STAMP:
AutoCAD SHX Text
1
AutoCAD SHX Text
07 NOV
AutoCAD SHX Text
2017
AutoCAD SHX Text
ISSUED FOR REVIEW
AutoCAD SHX Text
2
AutoCAD SHX Text
17 NOV
AutoCAD SHX Text
2017
AutoCAD SHX Text
ISSUED FOR TENDER
1
K
J
H
G
F
E
D
C
B
A
2 3 54 6 7 8 9 10 11 12
LEGEND:
SCOPE OF WORK:THE WORK INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING:
1. REMOVAL AND RECYCLING OF DOORS, WINDOWS, FIXTURES, EQUIPMENT AND APPLIANCES.
2. REMOVAL OF HAZARDOUS MATERIALS. REFER TO HAZARDOUS BUILDING MATERIAL SURVEY.
3. REMOVAL AND RECYCLING OF GYPSUM WALL BOARD PRODUCTS.
4. CRUSHING AND REMOVAL OF DEMOLISHED CONCRETE AND RECYCLING OF STEELREINFORCING. RECYCLE CONCRETE TO THE GREATEST EXTENT POSSIBLE.
5. REMOVAL OF STRUCTURAL SLAB AND FOUNDATIONS.
6. REMOVAL OF EXTERIOR PAVING, RETAINING WALLS AND LANDSCAPING.
7. REMOVAL AND RECYCLING OF EXTERIOR METAL FASCIA AND FLASHING.
8. REMOVAL AND CAPPING OFF OF ALL EXISTING UTILITIES WITHIN THE PROPERTY OF THEBUILDING BEING DEMOLISHED. REFER TO MECH, ELEC AND CIVIL DRAWINGS.
EXISTING TO BE DEMOLISHED
GENERAL NOTES:
1. THE DRAWINGS MAY NOT REPRESENT THE DETAILED ACCURATE CONFIGURATION OF THEBUILDING ; IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL SITE ANDBUILDING MEASUREMENTS AND CONDITIONS.
2. ERECT HOARDING TO CITY OF VANCOUVER STANDARDS AROUND ENTIRE PERIMETER OFSITE TO PROTECT THE PUBLIC, WORKERS, AND PUBLIC / PRIVATE PROPERTY FROM INJURYOR DAMAGE. LOCATIONS TO BE FIELD VERIFIED. MAINTAIN FOR THE DURATION OF THEWORK. PROTECTION TUNNELS TO BE CONSTRUCTED TO PROTECT THE SIDEWALKS TO THENORTH AND WEST SIDES OF THE PROJECT.
3. PROVIDE DUST PROTECTION AND DUST CONTROL AS REQUIRED BY MUNICIPAL ANDPROVINCIAL REGULATIONS.
4. DRAWINGS TO BE READ IN CONJUNCTION: WITH MECHANICAL, ELECTRICAL AND CIVILDRAWINGS AND THE PROJECT MANUAL FOR ALL OTHER DEMOLITION REQUIREMENTS.
5. CONTRACTOR TO ENGAGE AT THEIR COST A PROFESSIONAL ENGINEER REGISTERED IN BCTO DETERMINE THE ALLOWABLE LOADING FOR THE EXISTING STRUCTURE. PRECAUTIONSSHALL BE TAKEN BY THE CONTRACTOR AND SUBCONTRACTORS TO PREVENT THEOVERLOADING OF ANY PART OF THE STRUCTURE OR SCAFFOLDING DURING THEPROGRESS OF THE DEMOLITION WORK, AND ANY DAMAGE AND ANY CLAIMS RESULTINGFROM SUCH OVERLOADING SHALL BE MADE GOOD AT THE EXPENSE OF THE CONTRACTOROR SUBCONTRACTOR.
This drawing, as an instrument of service, is the property of dysarchitecture and may not be reproduced without theirpermission and provided always that any production carriestheir name. All designs and other information shown on thisdrawing are for use on the specified project only and shall notbe used otherwise without written permission of dysarchitecture. Payment of all sums due to dys architecture upto the date of use of this drawing is a condition precedent to theuse thereof.
Written dimensions shall have precedence over scaleddimensions. Contractors shall verify and be responsible for alldimensions and conditions on the job and dys architecture shallbe informed of any variations from the dimensions andconditions shown on the drawings. Shop drawings shall besubmitted to dys architecture for review before proceeding withfabrication.
DATESCALE
DRAWN CHECKEDPROJECT
PROJECT
260 - 1770 Burrard Street Vancouver BC V6J 3G7tel 604.669.7710 www.dysarchitecture.com
dys architecture
CLIENT
NO. | DATE | ISSUE
NO. | DATE | REVISION
A2.0
7
NOV 6, 20171:100
RBA216317
DECONSTRUCTIONRODDAN LODGE
124 DUNLEVY AVENUE
ROOF PLAN
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VENTILATION AIR UNIT
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TYPE 'A' VENT 24"
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R.D.
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R.D.
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R.D.
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R.D.
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TYPICAL EXHAUST FAN
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TYPICAL NOTES 20 GA VERT METAL FASCIA WITH STANDING METAL SEAMS @ 16" OC 20 GA G I WINDOW SILLS
This drawing, as an instrument of service, is the property of dysarchitecture and may not be reproduced without theirpermission and provided always that any production carriestheir name. All designs and other information shown on thisdrawing are for use on the specified project only and shall notbe used otherwise without written permission of dysarchitecture. Payment of all sums due to dys architecture upto the date of use of this drawing is a condition precedent to theuse thereof.
Written dimensions shall have precedence over scaleddimensions. Contractors shall verify and be responsible for alldimensions and conditions on the job and dys architecture shallbe informed of any variations from the dimensions andconditions shown on the drawings. Shop drawings shall besubmitted to dys architecture for review before proceeding withfabrication.
DATESCALE
DRAWN CHECKEDPROJECT
PROJECT
260 - 1770 Burrard Street Vancouver BC V6J 3G7tel 604.669.7710 www.dysarchitecture.com
dys architecture
CLIENT
NO. | DATE | ISSUE
NO. | DATE | REVISION
A3.0
1
NOV 6, 20171/100
RBA216317
DECONSTRUCTIONRODDAN LODGE
124 DUNLEVY AVENUE
ELEVATIONSNORTH & SOUTH
NOTE:ENTIRE BUILDING TO BEDECONSTRUCTED ANDDEMOLISHED.
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WEST PROPERTY LINE
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EAST PROPERTY LINE
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STUCCO FINISH
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EXPANTION JOINTS
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FIXED GLAZING IN ALUM FRAME WITH ALUM PANELS BETWEEN TO MATCH FRAME
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26 GA METAL FLASHING
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26 GA METAL SILL
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STUCCO FINISH
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20 GA METAL FASCIA WITH STANDING BEAMS @ 16 O.C.
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20 GA SHEET ALUM PANELS; COLOR TO MATCH WINDOW FRAME
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20 GA METAL FASCIA WITH STANDING BEAMS @ 16 O.C.
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EXPANSION JOINT
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TYPICAL WINDOW 6'-0" x 6'-8"
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6'-0" x 8'-0" ALUM SLIDING DOORS UNIT
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ALUMINUM FRAME
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6'-0" DIA WINDOW IN ALUM FRAME
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3'-0" X 7'-0" ALUM DOOR WITH TEMPERED GLASS SIDELIGHT IN ALUM FRAME
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2 - 3'-6" x 4'-6" W.I. GATE
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EAST PROPERTY LINE
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ALUMINUM FRAME
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STUCCO FINISH
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EXPANTION JOINTS
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6'-0" DIA WINDOW IN ALUM FRAME
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STUCCO FINISH
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20 GA METAL FASCIA WITH STANDING BEAMS @ 16 O.C.
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20 GA METAL FASCIA WITH STANDING BEAMS @ 16 O.C.
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TYPICAL WINDOW 6'-0" x 6'-8"
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W.I.FENCEFENCE
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6'-0" x 8'-0" ALUM SLIDING DOORS UNIT
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EXPANTION JOINTS
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26 GA METAL FLASHING
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CONC COL
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EARTH BERM
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STUCCO FINISH
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STUCCO FINISH
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PLOT STAMP:
AutoCAD SHX Text
1
AutoCAD SHX Text
07 NOV
AutoCAD SHX Text
2017
AutoCAD SHX Text
ISSUED FOR REVIEW
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2
AutoCAD SHX Text
17 NOV
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2017
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ISSUED FOR TENDER
3EAST ELEVATION1/100
KJHGFEDCBA
4WEST ELEVATION1/100
K J H G F E D C B A
This drawing, as an instrument of service, is the property of dysarchitecture and may not be reproduced without theirpermission and provided always that any production carriestheir name. All designs and other information shown on thisdrawing are for use on the specified project only and shall notbe used otherwise without written permission of dysarchitecture. Payment of all sums due to dys architecture upto the date of use of this drawing is a condition precedent to theuse thereof.
Written dimensions shall have precedence over scaleddimensions. Contractors shall verify and be responsible for alldimensions and conditions on the job and dys architecture shallbe informed of any variations from the dimensions andconditions shown on the drawings. Shop drawings shall besubmitted to dys architecture for review before proceeding withfabrication.
DATESCALE
DRAWN CHECKEDPROJECT
PROJECT
260 - 1770 Burrard Street Vancouver BC V6J 3G7tel 604.669.7710 www.dysarchitecture.com
dys architecture
CLIENT
NO. | DATE | ISSUE
NO. | DATE | REVISION
A3.0
2
NOV 6, 20171/100
RBA216317
DECONSTRUCTIONRODDAN LODGE
124 DUNLEVY AVENUE
ELEVATIONSEAST & WEST
NOTE:ENTIRE BUILDING TO BEDECONSTRUCTED ANDDEMOLISHED.
AutoCAD SHX Text
NORTH PROPERTY LINE
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EXIST GRADE
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FIXED GLAZING IN ALUM FRAME WITH ALUM PANELS BETWEEN TO MATCH FRAME
AutoCAD SHX Text
EXPANTION JOINTS
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20 GA METAL FASCIA WITH STANDING BEAMS @ 16 O.C.
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ALUMINUM FRAME
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6'-0" DIA WINDOW IN ALUM FRAME
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26 GA METAL FLASHING
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EXPANTION JOINTS
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STUCCO FINISH
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STUCCO FINISH
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STUCCO FINISH
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EXIST GRADE
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SOUTH PROPERTY LINE
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26 GA METAL SILL
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STUCCO FINISH
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20 GA METAL FASCIA WITH STANDING BEAMS @ 16 O.C.
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20 GA SHEET ALUM PANELS; COLOR TO MATCH WINDOW FRAME
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20 GA METAL FASCIA WITH STANDING BEAMS @ 16 O.C.
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EXPANSION JOINT
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TYPICAL WINDOW 6'-0" x 6'-8"
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FIXED GLAZING IN ALUM FRAME WITH ALUM PANELS BETWEEN TO MATCH FRAME
SCOPE OF WORK:THE WORK INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING:
1. REMOVAL AND RECYCLING OF DOORS, WINDOWS, FIXTURES, EQUIPMENT AND APPLIANCES.
2. REMOVAL OF HAZARDOUS MATERIALS. REFER TO HAZARDOUS BUILDING MATERIAL SURVEY.
3. REMOVAL AND RECYCLING OF GYPSUM WALL BOARD PRODUCTS.
4. CRUSHING AND REMOVAL OF DEMOLISHED CONCRETE AND RECYCLING OF STEELREINFORCING. RECYCLE CONCRETE TO THE GREATEST EXTENT POSSIBLE.
5. REMOVAL OF STRUCTURAL SLAB AND FOUNDATIONS.
6. REMOVAL OF EXTERIOR PAVING, RETAINING WALLS AND LANDSCAPING.
7. REMOVAL AND RECYCLING OF EXTERIOR METAL FASCIA AND FLASHING.
8. REMOVAL AND CAPPING OFF OF ALL EXISTING UTILITIES WITHIN THE PROPERTY OF THEBUILDING BEING DEMOLISHED. REFER TO MECH, ELEC AND CIVIL DRAWINGS.
EXISTING TO BE DEMOLISHED
GENERAL NOTES:
1. THE DRAWINGS MAY NOT REPRESENT THE DETAILED ACCURATE CONFIGURATION OF THEBUILDING ; IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL SITE ANDBUILDING MEASUREMENTS AND CONDITIONS.
2. ERECT HOARDING TO CITY OF VANCOUVER STANDARDS AROUND ENTIRE PERIMETER OFSITE TO PROTECT THE PUBLIC, WORKERS, AND PUBLIC / PRIVATE PROPERTY FROM INJURYOR DAMAGE. LOCATIONS TO BE FIELD VERIFIED. MAINTAIN FOR THE DURATION OF THEWORK. PROTECTION TUNNELS TO BE CONSTRUCTED TO PROTECT THE SIDEWALKS TO THENORTH AND WEST SIDES OF THE PROJECT.
3. PROVIDE DUST PROTECTION AND DUST CONTROL AS REQUIRED BY MUNICIPAL ANDPROVINCIAL REGULATIONS.
4. DRAWINGS TO BE READ IN CONJUNCTION: WITH MECHANICAL, ELECTRICAL AND CIVILDRAWINGS AND THE PROJECT MANUAL FOR ALL OTHER DEMOLITION REQUIREMENTS.
5. CONTRACTOR TO ENGAGE AT THEIR COST A PROFESSIONAL ENGINEER REGISTERED IN BCTO DETERMINE THE ALLOWABLE LOADING FOR THE EXISTING STRUCTURE. PRECAUTIONSSHALL BE TAKEN BY THE CONTRACTOR AND SUBCONTRACTORS TO PREVENT THEOVERLOADING OF ANY PART OF THE STRUCTURE OR SCAFFOLDING DURING THEPROGRESS OF THE DEMOLITION WORK, AND ANY DAMAGE AND ANY CLAIMS RESULTINGFROM SUCH OVERLOADING SHALL BE MADE GOOD AT THE EXPENSE OF THE CONTRACTOROR SUBCONTRACTOR.
This drawing, as an instrument of service, is the property of dysarchitecture and may not be reproduced without theirpermission and provided always that any production carriestheir name. All designs and other information shown on thisdrawing are for use on the specified project only and shall notbe used otherwise without written permission of dysarchitecture. Payment of all sums due to dys architecture upto the date of use of this drawing is a condition precedent to theuse thereof.
Written dimensions shall have precedence over scaleddimensions. Contractors shall verify and be responsible for alldimensions and conditions on the job and dys architecture shallbe informed of any variations from the dimensions andconditions shown on the drawings. Shop drawings shall besubmitted to dys architecture for review before proceeding withfabrication.
DATESCALE
DRAWN CHECKEDPROJECT
PROJECT
260 - 1770 Burrard Street Vancouver BC V6J 3G7tel 604.669.7710 www.dysarchitecture.com