Ground Floor GA Plan - BP2 Property
1
= EXISTING CONCRETE COLUMNS. = EXISTING BUILDING WALLS = SHAFT OR VOID IN FLOOR 100 O/A INTERNAL NON - LOAD BEARING PARTITION 100mm OVERALL CONSTRUCTION 70mm SFS ZONE INTERNAL PARTY & CORRIDOR WALLS 210mm OVERALL CONSTRUCTION 150mm STRUCTURAL ZONE INC: 2 No. 50mm LGS STUDS 50mm INSULATION 210 O/A STRUCT. 150 70 = EXISTING BUILDING WALLS WITH TREATMENT (SEE SHEET 2272 - 300 - 96) SINIAT TREATMENT RDS 01 = EXISTING BUILDING WALLS WITH TREATMENT (SEE SHEET 2272 - 300 - 96) SINIAT TREATMENT RDS 01 SINIAT TREATMENT RDS 01 SINIAT TREATMENT RCL 005 GENERAL NOTES 1. DO NOT SCALE THIS DRAWING, ONLY USE FIGURED DIMENSIONS IF IN DOUBT ASK. 2. UNLESS NOTED OTHERWISE ALL DIMENSION ARE IN MILLIMETRES & AND ALL LEVELS ARE IN METRES RELATIVE TO ORDNANCE DATUM. 3. ALL LONGITUDINAL AND TRANSVERSE DIMENSIONS ARE MEASURED IN PLAN UNLESS OTHERWISE NOTED. 4. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL SCHEME DRAWINGS AND DESIGNERS RISK ASSESSMENT 5. THE CONTRACTOR IS TO CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION AND/OR FABRICATION AND ANY DISCREPANCIES MUST BE REPORTED TO ARCHITECTS & STRUCTURAL ENGINEER BEFORE PROCEEDING. 6. ALL STATUTORY SERVICES INFORMATION SHOWN HAS BEEN PROVIDED BY THE RELEVANT STATUTORY AUTHORITIES. THE CONTRACTOR IS TO SATISFY HIMSELF AS TO THE ACCURACY OF THE LOCATIONS, SIZE AND MATERIAL AND OWNERSHIP OF THE SERVICES PRIOR TO ANY WORKS BEING CARRIED OUT. 7. STEELWORK FABRICATOR TO DESIGN & DETAIL ALL CONNECTIONS. LOADS TO BE PROVIDED BY THE ENGINEER. 8. STEELWORK FABRICATOR TO BE SOLELY RESPONSIBLE FOR THE TEMPORARY WORK & ERECTION OF THE STRUCTURAL STEELWORK. 9. PRIOR TO ANY FABRICATION ALL CALCULATIONS & DETAILS TO BE APPROVED BY THE ENGINEER. 10. PRIOR TO ANY FABRICATION; FABRICATOR TO PRODUCE A FULL SET OF DETAILED DRAWINGS FOR APPROVAL. 11. SPECIFICATION FOR THE STRUCTURAL STEELWORK TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE “ NATIONAL STRUCTURAL STEELWORK SPECIFICATION FOR BUILDING CONSTRUCTION ” BY BCSA. 12. DUE TO THE COMPLEXITY OF THE REFURBISHMENT THE PROJECT & DRAWINGS MAY REQUIRE THE FOLLOWING INFORMATION (BUT NOT LIMITED TO): - FURTHER INTRUSIVE SURVEYS - CONSULTATION WITH EXTENDED DESIGN TEAM - CONSULTATION WITH BUILDING CONTROL OFFICERS - FINALISATION OF SPECIFICATIONS - RESPONSE FROM PRE - APPLICATION ENQUIRY 13. ALL EXISTING STRUCTURE DIMENSIONS ARE APPROXIMATE AND NEED TO BE CHECKED ON SITE PRIOR TO ANY CONSTRUCTION OR MANUFACTURE. ANY DISCREPANCIES ARE TO BE REPORTED BACK TO ARCHITECT/ENGINEER IMMEDIATELY. 14. GRIDLINES ARE INDICATIVE AND SUBJECT TO CHANGE FOLLOWING STRUCTURAL ENGINEERS DRAWINGS SURVEY 2 3 4 5 6 7 8 9 10 11 12 13 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 A B C D E F 1 1A 1A G H J K L M 30 2a L1 57.88° (30 - K ) 2106 45.00° 4 5 .01 ° BELLEVUE BISTRO GF & FF CEILING 3.232 DWN UP U/s 3.156 U/s 2.893 DR - THIS DRY RISER OUTLET LOCATION TBC REAR FIRE EXIT SVPs WC WC UP UP U/s CONCRETE FLOOR CEILING 3.486 U/s 3.254 DASHED LINES INDICATE CONCRETE BEAMS OVERHEAD SVPs SVPs WC PROPOSED RWP. SEE DRAWING 2272 - 501 FROM CIVIL ENGINEER RWP SVPs WC SVPs SVPs SVP U/s 3.141 FL 13.979 CEILING 2.779 JEHU OFF ICES GF & FF FLOOR LEVEL 14.384 U/s 3.076 FL 14.304 U/s 2.633 U/s 2.891 NAIL SHOP GF & FF FLOOR LEVEL 14.519 BOUNDARY LINE BIN STORE REFUSE FOR COMMERCAIL UNITS EXISTIN G SU B S T A T I ON SVP MAIN S TA I R CORE 1 2 3 4 5 6 UP MAIN ENTRANCE DRY RISER INLET CABINET 1100 Ltr. GW 11 00 L t r. GW 11 00 L t r. GW 11 00 L t r. GW 1100 Ltr. GW NCP CA R PA R K 1200mm CLEAR FOOT PATH. TBC SITE SLOPES ø 15 00 RWP FDG.05 EDG.01 VI DOOR INTERCOM FOR RESIDENTIAL UNITS LI FT NOTE: EXISTING LIGHTNING CONDUCTOR TO BE MOVED, APPROXIMATLEY 1200mm AWAY FROM THE BUILDING 3600 1754 1433 5729 3 0 4 5 3 0 4 1 3 0 4 4 3 0 4 5 3 0 6 8 3 0 3 4 3 0 6 5 3 0 5 2 3 0 4 1 3 0 5 5 3 0 4 6 3 5 3 9 1 2 5 W A TE R TA NK E NC LOS URE 3053 3070 3033 3059 3052 3045 3049 3058 58.83° 3054 3053 3047 3046 3061 ACCESS O NLY ENT R A N CE T O SB D R EQ UIR E MENT S STAIR TO BE TAKEN AWAY AND FF LEVEL VOID TO BE INFILLED WITH TIMBER JOISTS ON STAINLESS STEEL HANGERS. SMART SOLUTIONS GF ONLY EMPTY UNIT GF & FF EMPTY UNIT GF ONLY UP FL 14.304 2019 5815 N E W P ROPOSED E NTRA NCE H A L L LEADING TO E XI ST ING STA IR S UP UP 8696 UNIT 5 UNIT 6 7104 120 5231 NOTE: EX I STIN G STA IR TO B E R E MO VE D AND FF O P E NI N G TO B E B LOCK E D U P U SI NG TIM B E R JOISTS AN D HAN G E R S NOTE: EXISTING STAIR TO BE REMOVED AND FF OPENING TO BE BLOCKED UP USING TIMBER JOISTS AND HANGERS RWP SITE SLOPES SITE SLOPES RWP R ES IDENTIAL PINK & G R EEN REC Y C L E B IN STORE R ES IDENT I AL G ENE R AL WASTE B IN ST O R E 20 0 0m m HI GH CLOSE BOA R DE D FENCE T O BOUND A R Y UP T O NCP CAR PA R K CAR PARK SPACE 1 CAR PARK SPACE 2 CAR PARK SPACE 3 900 x 1900 x 3020 HIGH POWER ROOM EXTENSION PA R T M PASSE NGER LIFT G LASS PARTIT ION W C DENOTES COMMUNAL AREAS FOR RESIDENTAIL UNITS DENOTES SMART SOLUTIONS AREA DENOTES NAIL SHOP AREA DENOTES AREA TO LET - COMBINED TOTAL OF 340m 2 DENOTES JEHU OFFICES DENOTES EMPTY UNITS DENOTES EMPTY UNITS LEADING FROM STATEMENT ENTRANCE DENOTES AREA LINE OF LET Scale: Checked: Drawn: Date: Unit 2 Chapel Barns | Merthyr Mawr Bridgend | CF32 0LS | 01656 656267 mail@spring - consultancy.co.uk Ref: Rev: Title: Project: Client: Project Status This drawing is copyright and its use or reproduction without the permission of spring design consultancy limited is prohibited. All rights are reserved until invoices are paid in full. No responsibility will be taken for any design used for construction prior to receipt of relevant approvals. 2272 - 400 - B As indicated 0 0 05.02.20 MLM MLM As Built Drawings Orchard House, Swansea Ground Floor Plan GA POBL Group SAFETY HEALTH AND ENVIRONMENTAL INFORMATION BOX The table above is provided to assist the Principal Contractor to fulfil his obligations under the Construction (Design & Management) Regulations 2015. It does not include residual risks that a competent Contractor will be aware of nor does it absolve the Principal Contractor of his legal responsibilities. Construction Risks Maintenance/Cleaning Risks Demolition/Adaption Risks CONTRACTOR TO BE AWARE OF ANY EXISTING SERVICES AND TO BE CAREFULL NOT TO UNDERMINE OR DAMAGE ANY EXISTING STRUCTURE DURING PROPOSED CONSTRUCTION WORKS ANY PERSONS INVOLVED TO BE AWARE OF EXISTING SERVICES AND STRUCTURE AND NOT TO DECONSTRUCT OR REMOVE ANY EXISTING ELEMENTS/ STRUCTURE BEFORE BEING ABSOLUTE AWARE OF EXPOSED SERVICES OR ELECTRICS. BIN STORE - RESIDENTIAL THE SPACE ALLOCATED FOR WASTE STORAGE SHOULD BE ABLE TO ACCOMMODATE CONTAINERS WITH AT LEAST THE MINIMUM VOLUME RECOMMENDED BY BRITISH STANDARD 5906 (BRITISH STANDARDS, 2005) BASED ON A MAXIMUM COLLECTION FREQUENCY OF ONCE PER WEEK. THIS IS 100 LITRES VOLUME FOR A SINGLE BEDROOM DWELLING, WITH A FURTHER 70 LITRES VOLUME FOR EACH ADDITIONAL BEDROOM. ALL CONTAINERS MUST BE ACCESSIBLE TO DISABLED PEOPLE, PARTICULARLY WHEELCHAIR USERS, AND SITED ON A HARD, LEVEL SURFACE. TO ENSURE EASY ACCESS, THE CONTAINERS MUST NOT BE STACKED. THE LOCAL AUTHORITY IS RESPONSIBLE FOR REGULAR COLLECTION OF WASTE FROM THE DWELLING. THIS INCLUDES THE COLLECTION OF RESIDUAL WASTE (WASTE NOT INTENDED FOR RECYCLING OR COMPOSTING) AND IN MANY CASES RECYCLABLE HOUSEHOLD WASTE. ACCESS ROUTES SHOULD BE DIRECT, FREE FROM OBSTRUCTIONS AND RAISED THRESHOLDS, HAVE A SUITABLE SURFACE (AS DEFINED IN APPROVED DOCUMENT M, SECTION 6.9), AND ALLOW EASY MANOEUVRING OF A WHEELCHAIR. IF PROVISION OF A RAISED THRESHOLD IS UNAVOIDABLE, IT SHOULD NOT BE AT A HEIGHT OF GREATER THAN 15MM, WITH ADEQUATE AND TIMELY WARNING THAT THERE IS A CHANGE IN LEVEL. WHERE CHANGES IN LEVEL ARE UNAVOIDABLE, SUITABLE RAMPS SHOULD BE SPECIFIED (AS DEFINED IN APPROVED DOCUMENT M, SECTION 6.15). A TURNING CIRCLE OF AT LEAST 1500MM DIAMETER, OR AN ELLIPTICAL ZONE OF 1400X1700MM, SHOULD BE PROVIDED TO ALLOW A WHEELCHAIR USER TO TURN AND RETURN IN THE OPPOSITE DIRECTION. FOR COMMUNAL BIN STORES, PROVISION OF SIGNS AND/OR ILLUMINATION AND INFORMATION FOR VISUALLY IMPAIRED PEOPLE, WITH VISUAL AND TACTILE CONTRAST SHOULD BE SPECIFIED ACCORDING TO THE FOLLOWING GUIDANCE. HEIGHTS TO THE CENTRE OF HANDLES, LOCKS AND DOOR CONTROLS NEED TO BE IN ACCORDANCE WITH THE REQUIREMENTS SET OUT IN BRITISH STANDARD 8300 (BRITISH STANDARDS, 2001). A METHOD FOR CONTROLLING THE EXTERNAL LIGHTING TO ENSURE THAT IT WILL NOT OPERATE UNNECESSARILY DURING DAYLIGHT HOURS OR WHEN A SPACE IS UNOCCUPIED MUST BE INCLUDED. CONTROL SYSTEMS THAT CAN BE CONSIDERED ARE PASSIVE INFRA RED (PIR), ‘DUSK TO DAWN’ DAYLIGHT SENSORS AND TIME SWITCHES. BIN STORE REFUSE AREA (LOCAL AUTHORITY REQUIREMENT) KITCHEN & GENERAL WASTE (GW) - 3 x 250 Ltrs. KITCHEN WASTE (FOOD WASTE) BINS - 6 X 1100 Ltrs. GENERAL WASTE BINS PLASTIC RECYCLING (PINK) - 5 x 1100 Ltrs. - 1 X 770 Ltrs. CANS, GLASS, PAPER & GLASS RECYCLING (GREEN) - 5 x 1100 Ltrs. - 1 X 770 Ltrs. Ground Floor GA Plan SCALE 1:100 @ A1 KEY 20 No. BIKE STORAGE Rev Date Description By A 05.02.21 AS-BUILT ISSUE MLM B 11.02.21 Shop Fronts Changed to Contractors Requirements MLM
Transcript of Ground Floor GA Plan - BP2 Property
= EXISTING CONCRETE COLUMNS.
= EXISTING BUILDING WALLS
= SHAFT OR VOID IN FLOOR
10
0 O
/A
INTERNAL NON-LOAD BEARING
PARTITION
100mm OVERALL CONSTRUCTION
70mm SFS ZONE
INTERNAL PARTY & CORRIDOR WALLS
210mm OVERALL CONSTRUCTION
150mm STRUCTURAL ZONE INC:
2 No. 50mm LGS STUDS
50mm INSULATION
21
0 O
/A
STR
UC
T.
15
0
70
= EXISTING BUILDING WALLS WITH
TREATMENT (SEE SHEET 2272-300-96)
SINIAT TREATMENT RDS 01
= EXISTING BUILDING WALLS WITH
TREATMENT (SEE SHEET 2272-300-96)
SINIAT TREATMENT RDS 01
SINIAT TREATMENT RDS 01
SINIAT TREATMENT RCL 005
GENERAL NOTES
1. DO NOT SCALE THIS DRAWING, ONLY USE FIGURED DIMENSIONS IF IN DOUBT ASK.
2. UNLESS NOTED OTHERWISE ALL DIMENSION ARE IN MILLIMETRES & AND ALL LEVELS ARE IN METRES RELATIVE TO ORDNANCE DATUM.
3. ALL LONGITUDINAL AND TRANSVERSE DIMENSIONS ARE MEASURED IN PLAN UNLESS OTHERWISE NOTED.
4. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL SCHEME DRAWINGS AND DESIGNERS RISK ASSESSMENT
5. THE CONTRACTOR IS TO CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION AND/OR FABRICATION AND ANY DISCREPANCIES MUST BE REPORTED TO ARCHITECTS & STRUCTURAL ENGINEER BEFORE PROCEEDING.
6. ALL STATUTORY SERVICES INFORMATION SHOWN HAS BEEN PROVIDED BY THE RELEVANT STATUTORY AUTHORITIES. THE CONTRACTOR IS TO SATISFY HIMSELF AS TO THE ACCURACY OF THE LOCATIONS, SIZE AND MATERIAL AND OWNERSHIP OF THE SERVICES PRIOR TO ANY WORKS BEING CARRIED OUT.
7. STEELWORK FABRICATOR TO DESIGN & DETAIL ALL CONNECTIONS. LOADS TO BE PROVIDED BY THE ENGINEER.
8. STEELWORK FABRICATOR TO BE SOLELY RESPONSIBLE FOR THE TEMPORARY WORK & ERECTION OF THE STRUCTURAL STEELWORK.
9. PRIOR TO ANY FABRICATION ALL CALCULATIONS & DETAILS TO BE APPROVED BY THE ENGINEER.
10. PRIOR TO ANY FABRICATION; FABRICATOR TO PRODUCE A FULL SET OF DETAILED DRAWINGS FOR APPROVAL.
11. SPECIFICATION FOR THE STRUCTURAL STEELWORK TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE “NATIONAL STRUCTURAL STEELWORK SPECIFICATION FOR BUILDING CONSTRUCTION” BY BCSA.
12. DUE TO THE COMPLEXITY OF THE REFURBISHMENT THE PROJECT & DRAWINGS MAY REQUIRE THE FOLLOWING INFORMATION (BUT NOT LIMITED TO):
- FURTHER INTRUSIVE SURVEYS- CONSULTATION WITH EXTENDED DESIGN TEAM- CONSULTATION WITH BUILDING CONTROL OFFICERS- FINALISATION OF SPECIFICATIONS- RESPONSE FROM PRE-APPLICATION ENQUIRY
13. ALL EXISTING STRUCTURE DIMENSIONS ARE APPROXIMATE AND NEED TO BE CHECKED ON SITE PRIOR TO ANY CONSTRUCTION OR MANUFACTURE. ANY DISCREPANCIES ARE TO BE REPORTED BACK TO ARCHITECT/ENGINEER IMMEDIATELY.
14. GRIDLINES ARE INDICATIVE AND SUBJECT TO CHANGE FOLLOWING STRUCTURAL ENGINEERS DRAWINGS SURVEY
2 3 4 5 6 7 8 9 10 11 12 13
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
A
B
C
D
E
F
1
1A
1A
G
H
J
K
L
M
30
2a
L1
57
. 88
°
(30-K
)2106
45.0
0°
45.01°
BELLEVUE BISTRO
GF & FF
CEILING 3.232
DWNUP
U/s 3.156
U/s 2.893
DR - THIS DRY
RISER OUTLET
LOCATION TBC
REAR FIRE EXIT
SVPs WC
WC
UP
UP
U/s CONCRETE FLOOR
CEILING 3.486
U/s 3.254
DASHED LINES
INDICATE CONCRETE
BEAMS OVERHEAD
SVPs SVPsWC
PROPOSED RWP. SEE
DRAWING 2272-501 FROM
CIVIL ENGINEER
RWP
SVPs
WC
SVPs
SVPs
SVP
U/s 3.141
FL 1
3.979
CEI
LIN
G 2
.779
JEHU
OFFIC
ES
GF &
FF
FLOO
R LE
VEL 1
4.3
84
U/s 3
.076
FL 14.3
04
U/s 2.633
U/s 2
.891
NA
IL SHO
P G
F
& FF
FLOO
R LE
VEL 1
4.5
19
BOUNDARY LINE
BIN STORE
REFUSE FOR
COMMERCAIL
UNITSEXISTIN
G SUB STATION
SVP
MAIN STAIR
CORE
12 3 4 5 6
UP
MAIN
ENTRANCE
DRY RISER
INLET CABINET
11
00 L
tr.
GW
1100 Ltr.
GW
1100 Ltr.
GW
1100 Ltr.
GW
1100 Ltr.
GW
NCP CAR PARK
1200mm CLEAR
FOOT PATH. TBC
SITE SLO
PES
ø 1500
RW
P
FDG.05
EDG
.01
VI
DOOR INTERCOM
FOR RESIDENTIAL
UNITS
LIFT
NOTE:
EXISTING LIGHTNING
CONDUCTOR TO BE MOVED,
APPROXIMATLEY 1200mm
AWAY FROM THE BUILDING
36
00
17
54
14
33
57
29
304530413044304530683034306530523041305530463539
125
WATER TANK
ENCLOSURE
3053
3070
3033
3059
3052
3045
3049
3058
58.83°
3054
3053
3047
3046
3061
ACCESS ONLY
ENTRANCE TO SBD
REQUIREMENTS
STAIR TO BE TAKEN AWAY AND
FF LEVEL VOID TO BE INFILLED
WITH TIMBER JOISTS ON
STAINLESS STEEL HANGERS.
SMART
SOLUTIONS
GF ONLY
EMPTY UNIT GF & FF EMPTY UNIT GF
ONLY
UP
FL 14.3
04
20
19
58
15
NEW PROPOSED
ENTRANCE HALL LEADING
TO EXISTING STAIRS
UP
UP
8696
UN
IT 5
UN
IT 6
7104
120
5231
NOTE:
EXISTING STAIR TO
BE
REMOVED AND FF
OPENING TO BE
BLOCKED UP USING
TIMBER JOISTS AND
HANGERS
NOTE:
EXISTING STAIR TO BE
REMOVED AND FF
OPENING TO BE
BLOCKED UP USING
TIMBER JOISTS AND
HANGERS
RWP
SITE SLO
PES
SITE SLO
PES
RW
P
RESIDENTIAL P
INK & GREEN
RECYCLE BIN STORE
RESIDENTIAL G
ENERAL
WASTE BIN STORE
2000mm HIGH CLOSE BOARDED FENCE TO
BOUNDARY UP TO NCP CARPARK
CA
R P
ARK
SPA
CE
1
CA
R P
ARK
SPA
CE
2
CA
R P
ARK
SPA
CE
3
900 x 1900 x 3020
HIGH POWER ROOM
EXTENSION
PA
RT
M
PA
SSEN
GER
LIFT
GLASS PARTITION
WC
DENOTES COMMUNAL AREAS FOR RESIDENTAIL UNITS
DENOTES SMART SOLUTIONS AREA
DENOTES NAIL SHOP AREA
DENOTES AREA TO LET -COMBINED TOTAL OF 340m2
DENOTES JEHU OFFICES
DENOTES EMPTY UNITS
DENOTES EMPTY UNITS LEADING FROM STATEMENT
ENTRANCE
DENOTES AREA LINE OF LET
Scale:
Checked:
Drawn:
Date: Unit 2 Chapel Barns | Merthyr Mawr
Bridgend | CF32 0LS | 01656 656267
[email protected]: Rev:
Title:
Project:
Client:Project StatusThis drawing is copyright and its use or reproduction without the permission of spring design consultancy limited is prohibited. All rights are reserved until invoices are paid in full. No responsibility will be taken for any design used for construction prior to receipt of relevant approvals. 2272-400- BAs indicated 0 0
05.02.20
MLM
MLM
As Built DrawingsOrchard House, Swansea
Ground Floor Plan GA
POBL Group
SAFETY HEALTH AND ENVIRONMENTAL INFORMATION BOX
The table above is provided to assist the Principal Contractor to fulfil his obligations under the Construction (Design & Management) Regulations 2015. It does not include residual risks that a competent Contractor will be aware of nor does it absolve the Principal Contractor of his legal responsibilities.
Construction Risks Maintenance/Cleaning Risks Demolition/Adaption Risks
CONTRACTOR TO BE AWARE OF
ANY EXISTING SERVICES AND TO BE
CAREFULL NOT TO UNDERMINE OR
DAMAGE ANY EXISTING STRUCTURE
DURING PROPOSED
CONSTRUCTION WORKS
ANY PERSONS INVOLVED TO BE
AWARE OF EXISTING SERVICES AND
STRUCTURE AND NOT TO
DECONSTRUCT OR REMOVE ANY
EXISTING ELEMENTS/ STRUCTURE
BEFORE BEING ABSOLUTE AWARE OF
EXPOSED SERVICES OR ELECTRICS.
BIN STORE - RESIDENTIAL
THE SPACE ALLOCATED FOR WASTE STORAGE SHOULD BE ABLE TO ACCOMMODATE CONTAINERS WITH AT LEAST THE MINIMUM VOLUME RECOMMENDED BY BRITISH STANDARD 5906 (BRITISH STANDARDS, 2005) BASED ON A MAXIMUM COLLECTION FREQUENCY OF ONCE PER WEEK. THIS IS 100 LITRES VOLUME FOR A SINGLE BEDROOM DWELLING, WITH A FURTHER 70 LITRES VOLUME FOR EACH ADDITIONAL BEDROOM.
ALL CONTAINERS MUST BE ACCESSIBLE TO DISABLED PEOPLE, PARTICULARLY WHEELCHAIR USERS, AND SITED ON A HARD, LEVEL SURFACE. TO ENSURE EASY ACCESS, THE CONTAINERS MUST NOT BE STACKED.
THE LOCAL AUTHORITY IS RESPONSIBLE FOR REGULAR COLLECTION OF WASTE FROM THE DWELLING. THIS INCLUDES THE COLLECTION OF RESIDUAL WASTE (WASTE NOT INTENDED FOR RECYCLING OR COMPOSTING) AND IN MANY CASES RECYCLABLE HOUSEHOLD WASTE.
ACCESS ROUTES SHOULD BE DIRECT, FREE FROM OBSTRUCTIONS AND RAISED THRESHOLDS, HAVE A SUITABLE SURFACE (AS DEFINED IN APPROVED DOCUMENT M, SECTION 6.9), AND ALLOW EASY MANOEUVRING OF A WHEELCHAIR. IF PROVISION OF A RAISED THRESHOLD IS UNAVOIDABLE, IT SHOULD NOT BE AT A HEIGHT OF GREATER THAN 15MM, WITH ADEQUATE AND TIMELY WARNING THAT THERE IS A CHANGE IN LEVEL. WHERE CHANGES IN LEVEL ARE UNAVOIDABLE, SUITABLE RAMPS SHOULD BE SPECIFIED (AS DEFINED IN APPROVED DOCUMENT M, SECTION 6.15).
A TURNING CIRCLE OF AT LEAST 1500MM DIAMETER, OR AN ELLIPTICAL ZONE OF 1400X1700MM, SHOULD BE PROVIDED TO ALLOW A WHEELCHAIR USER TO TURN AND RETURN IN THE OPPOSITE DIRECTION.
FOR COMMUNAL BIN STORES, PROVISION OF SIGNS AND/OR ILLUMINATION AND INFORMATION FOR VISUALLY IMPAIRED PEOPLE, WITH VISUAL AND TACTILE CONTRAST SHOULD BE SPECIFIED ACCORDING TO THE FOLLOWING GUIDANCE.
HEIGHTS TO THE CENTRE OF HANDLES, LOCKS AND DOOR CONTROLS NEED TO BE IN ACCORDANCE WITH THE REQUIREMENTS SET OUT IN BRITISH STANDARD 8300 (BRITISH STANDARDS, 2001).
A METHOD FOR CONTROLLING THE EXTERNAL LIGHTING TO ENSURE THAT IT WILL NOT OPERATE UNNECESSARILY DURING DAYLIGHT HOURS OR WHEN A SPACE IS UNOCCUPIED MUST BE INCLUDED. CONTROL SYSTEMS THAT CAN BE CONSIDERED ARE PASSIVE INFRA RED (PIR), ‘DUSK TO DAWN’ DAYLIGHT SENSORS AND TIME SWITCHES.
BIN STORE REFUSE AREA (LOCAL AUTHORITY REQUIREMENT)
KITCHEN & GENERAL WASTE (GW)
- 3 x 250 Ltrs. KITCHEN WASTE (FOOD WASTE) BINS
- 6 X 1100 Ltrs. GENERAL WASTE BINS
PLASTIC RECYCLING (PINK)
- 5 x 1100 Ltrs.
- 1 X 770 Ltrs.
CANS, GLASS, PAPER & GLASS RECYCLING (GREEN)
- 5 x 1100 Ltrs.
- 1 X 770 Ltrs.
Ground Floor GA Plan
SCALE 1:100 @ A1
KEY
20 No. BIKE STORAGE
Rev Date Description By
A 05.02.21 AS-BUILT ISSUE MLMB 11.02.21 Shop Fronts Changed to Contractors Requirements MLM
