Ja ma RI ve r Ga
ng
es
Ri
ve
r
Pa
dm
a
Ri
ve
r
M eh ga n Ri ve r
N [ Scale km ]
0 1000 2000 3000
5000
7500
10000
15000
20000
RIVERS OF BANGLADESH
Major River Tr a n s p o r t ro u t e
Seasonal Tr a n s p o r t R o u t e s
Major River Port
L a rg e River Port
Sea Port
E ro s i o n
DEVELOPMENT OF MAIN RIVERS OVER TIME
1764-1777
1821 -1834
1991
Gala
Chala
20
Balla 00
19
73
198
19
3 Kanchanpur
95 1 :HARIRAMPUR UPAZILA
Gopinathpur
Balara
Rankrishanpur Char Madhabidia Balara
Ishan Gopalput
Projected started : 2014
Harukandi
Dhulsular
Uttar Channel
Majchar Gazirtek
Ambikapur
Sutalari
FURDIPUR SADAR UPAZILA
CHAR BHADREASON UPAZILA
Fardipur
Char Haririmpur
Baraikhali
Hasara
Krishanagar
Birtat
Char Bhadrason
Kaijuri
LOHAJANG UPAZILA Greda
Kanaarpur
Screenagar
Akter Char
Shlaghar
Baghra
Char Bishupur Radikhal
Narikelbaria
Krishnapur
SADARPUR UPAZILA
Kula Para
Bhagyakul
Haldia Dheukhali Sardipur
Medini Mandal
Sadpur Char Nasirpur
Cahr Janajat
Bandarkhola
Kanthalbari Kumarbhog
SHIBCAHAR UPAZILA Matbarer Char Char Manair
Kadupur Panch Ghar Datta Para Panch Ghar Shibchar
ZAJIRA UPAZILAWV
Siruail Bayratala Umedour
Nilakhi
Bhadrasan
Banshkandi
N EROSION OF THE PADMA RIVER 0
0.5
1
2
[ Scale km ]
RIVER PATHS ANALYSIS COMPARED TO 1973 BASE YEAR By comparing the rates of ersion with a base year of 1973, it becomes clear the river is slowly shifting in a north east direction. This in part due to change of flow and also to do with the embankments being built on the right hand side of the river, causing all the sediments to move and errode the oppostie bank
River path analysis Comparison year
1973 Base Year
1977
1989
1980
1994
2000
Upazila’s Left Bank Zajjra Division Distric Total Area Population
Dhaka Divsion Shariatpur 246.21 Km Squared 194,019
Fardipur Division Distric Total Area Population
Dhaka Divsion Faridpur Districs 407.02 Km Squared 469,410
Screenagar Division Distric Total Area Population
Sadarpur
Sibchar Dhaka Divsion Munshiganj 202.98 Km Squared 205,797
Division Distric Total Area Population
Dhaka Divsion Madaripur 321.88 Km Squared 319,220
Division Distric Total Area Population
Screenagar
Louhajon Dhaka Divsion Fardipur 290,2 Km Squared 193,337
Division Distric Total Area Population
Dhaka Divsion Munshiganj 130.12 Km Squared 153,433
Division Distric Total Area Population
Dhaka Divsion Munshiganj 202.98 Km Squared 205,797
Charbhadrasan Division Distric Total Area Population
Dhaka Divsion Madaripur 321.88 Km Squared 319,220
Sadarpur Division Distric Total Area Population
Dhaka Divsion Fardipur 290,2 Km Squared 193,337
LIFE ON THE CHAR LANDS Life living on the Char lands is often extremely harsh. They are difficult to access and form an extremely dynamic environment for around 600,000 people that try to make a living under extreme and hazardous conditions of frequent and intensive flooding and erosion. People displaced by char erosion have no other alternative than to settle on accretion char land elsewhere, creating a typical social and economic char environment. The economics of the char lands are largely based on agriculture, fishing and livestock rearing. Education, health and extension services and support to cope with the calamities of flood and erosion are minimal. This not only results in individual misery, but also in unrealized potential of resources on the chars.
vt
FR A M E 400
[ INCR E A SE D FL O W ]
By t aking a sect ion t houg h a s er i es of mes hes t ha t I s i mul a t ed , I am able t o examine how t he l i g ht er t op l a yer of s ed i ment moves t hroughout t he simul a t i on. L i ke t he b eha vi or of t he C ha r i s l a nd s , land is r apid ly accret i on a nd t hen erod i ng a g a i n a s t he w a t er fl ow s t hroug h t he r i ver.
SECTION THROUGH FRAMES
THE HYACINTH COOPERATIVE A MIRCO PUBL IC PL ACE With the onset of the monsoon rains, valuable agricultural nutrients are washed off from the farmlands and into the rivers. An aggressive use of chemical fertilizers is then consequently required in order to maintain agricultural practices. This creates a rift in the monsoonal cycle that results in poor soil quality and over polluted river systems. The Hyacinth Cooperative is an aquatic system that uses the Water hyacinth to restore the rift that exists between agricultural and the Bangladesh river systems. The hyacinth factory is a single component within Cooperative system. It draws the redundant floating farm beds from the water and reabsorbs their nutrient so they can be converted into fertilizer. This imitates the behaviours of the hyacinth root system whilst in the water, actively absorbing nutrients found with the water and using it as a sources of energy for rapid reproduction. The Factory acts as a central public interface for the farming community living along the river. It provides them with a space to meet, gather and discuss, helping to improve the lives of some the most venerable members of the Bangladesh society through.
THE WATER HYACINTH IN BANGLADESH
The image above show the extent to which the plant grows in the Buriganga River, Dhaka. The people of Bangladesh have become accustomed to the plant and begin to adapt to it. This man attempts to fish within the thick roots of the plant.
GLOBAL RIVER RIVER POLLUTION
Water Hyacinth Growth is effect by pollution levels in water. The plants feed off phosphate and nitrite storing them, using them for energy. This aids the hyacinth to spread rapidly especially in highly polluted developing areas of the globe
DAMS
MONSOON WINDS
185,000
0.04
100,000
RIVERS
60,000 30,000
SMALL
0.0015
MIDDLE
SAFFIR-SIMPSON SCALE (2010 - 2018) Depression
Bangladesh
Tr o p i c a l Storm
34
C y l o n e / H u r r i c a n e / Ty p h o o n
63
82
95
112
135 Knots
2204
D I S T R I B U T I O N O F W AT E R P O L L U T I O N I N R I V E R S A G R I C U LT U R E ( C h e m i c a l F e r t i l i z e r ) A G R I C U LT U R E (Manure) 19% 26%
TOP MOST POLLUTED RIVERS -
LARGE
CAPICITY
Area of Interest
W AT E R P O L L U T I O N L E V E L F O R N I T R O G E N A N D PHOSPHORUS IN THE WORLD’S RIVER BASINS Gamtoos 3204.27 CHIRA 2538.59 Olifants 958.53 Sous 840.92 Dawasir 388.02 DRAA 93.85 Te n s i f t 9 2 . 6 9 HELLEH 80.27 Ashburton 24.97 BABBAGE 22.97 Segura 22.69 Cheliff 18.09 Muqshin 12.91 Mindanao 11.84 Ta y m y r 1 1 . 7 6 Sabarmati 10.62 Thames 10.39 CHICO 9.53
O V E R A L L W AT E R P O L L U T I O N
P 50%
N
AT M O S P H E R E I C (Lightning and Forest Soils) 1%
RAMSAR WETLANDS
A G R I C U LT U R E ( C h e m i c a l F e r t i l i z e r ) A G R I C U LT U R E (Manure) 17% 19%
1
3,000,000
AT M O S P H E R E I C (Mobile, Utilities, Industries) 5%
50%
URBAN / SUBURBAN (Runoff & In-stream sediment) 31%
P
PHOSPHORUS
N AT U R A L (Wildlife, Forest, etc) 3% M U N I C I PA L A N D I N D U S T R I A L W A S T E W AT E R 21%
A G R I C U LT U R E (Livestock and Soil Emissions) 7%
URBAN / SUBURBAN (Septic) 5% URBAN / SUBURBAN (Runoff & In-stream sediment) 11%
N
NITROGEN
M U N I C I PA L A N D I N D U S T R I A L W A S T E W AT E R 21%
6,569,624 AREA (HA)
U N D E R T R H R E AT O F W AT E R P O L L I T O N
REFERENCES Dams: Columbia U n i v e r s i t y. (2011). Global Reservoir and Dam. Available: http://sedac.ciesin. columbia.edu/data/set/grand-v1-dams-rev01. C y c l o n e s : U n i s y s W e a t h e r. ( 2 0 1 8 ) . H u r r i c a n e / Tr o p i c a l D a t a . A v a i l a b l e : h t t p : / / w e a t h e r. u n i s y s . com/hurricane/. R i v e r P o l l u t i o n L e v e l s : Liu, C. (2012). Water pollution level for nitrogen and phosphorus in t h e w o r l d ’s r i v e r b a s i n s ( 2 0 0 0 ) . A v a i l a b l e : h t t p : / / w a t e r f o o t p r i n t . o rg / e n / re s o u rc e s / w a t e r s t a t / w a t e rpollution-level-statistics/. R a m s a r We t l a n d L o c a t i o n s : (2018). Wetland Locations. Available: h t t p s : / / w w w . r a m s a r. o r g / r e s o u r c e s / w i s e - u s e - r e s o u r c e - l i b r a r y. R i v e r s : G R D C . ( 2 0 1 7 ) . Av a i l a b l e : h t t p : / / w w w. bafg.de/GRDC/EN/Home/homepage_node.html. M o n s o o n W i n d : Pin XianWang. (2017). The global monsoon across time scales: Mechanisms and outstanding issues.
G L O B A L C L I M AT E S U I TA B I L I T Y O F T H E W AT E R H YA C I N T H
Whist the Water Hyacinth are native to parts of South America, they now reach almost every continent on the globe. With warm temperatures and High rainfall in the south Asia continuant, the Water Hyacinths particular well suited and as a result spreads rapidly taking over entire water systems to the detriment of the environment and those that use the water systems to survive.
MONSOON WINDS
185,000
1
100,000
SMALL
30,000
LARGE
MONSOON SEASON
FI TTI NG PA R A M E TR E S -
C y l o n e / H u r r i c a n e / Ty p h o o n
PRESENT
S T RES S I NDI C ES H EAT S T RES S C OLD S T RES S GROWT H AND T EMP ERAT URE I NDI C ES MI NI MUM ANNUAL H EAT- S UM F OR S UR VI VAL
I N VA S I V E
WIDESPREAD
34
63
82
95
112
135 Knots
800 N AT I V E
- RAI NFALL - T EMP ERAT URE
(2010 - 2018) Bangladesh
H AY C I N T H
C L I M ATI C FA C TOR S ON DI STR U B TI ON
SAFFIR-SIMPSON SCALE Tr o p i c a l Storm
F O R M U L A T O G E R N AT E C L I M AT E S U I TA B I L I T Y USING CLIMEX
W AT E R H YA C I N T H G R O W T H I N
RESTRICTED
MIDDLE
0.0015
Depression
CLIMEX
L O C AT I O N D E TA I L S O F W AT E R
- EI (EC OC LI MAT E I NDEX ) - GI (GROWT H I ND
RIVERS
60,000
CAPICITY
Area of Interest
C L I M AT E S U I TA B I L I T Y F O R W AT E R H YA C I N T H I N C U R R E N T C L I M AT E
100
E I ( E C O C L I M AT E I N D E X )
Area of water Hyacinth m²
DAMS
600
400 200
8
16
24 Days
32
40
REFERENCES Dams:
Columbia U n i v e r s i t y. (2011). Global Reservoir and Dam. Available: http://sedac.ciesin. columbia.edu/data/set/grand-v1-dams-rev01. C y c l o n e s : U n i s y s W e a t h e r. ( 2 0 1 8 ) . H u r r i c a n e / Tr o p i c a l D a t a . A v a i l a b l e : h t t p : / / w e a t h e r. u n i s y s . com/hurricane/. Water Haycinth Climate: Kriticos. D / Brunel. S. (2016). Assessing and Managing the Current and Future Pest Risk from Water Hyacinth, (Eichhornia crassipes), an Invasive Aquatic Plant T h r e a t e n i n g t h e E n v i r o n m e n t a n d W a t e r S e c u r i t y. Water Haycinth Plant Location: Cabi. ( 2 0 1 5 ) . n / a . Av a i l a b l e : h t t p s : / / w w w. c a b i . o rg / i s c / datasheet/20544. R i v e r s : G R D C . ( 2 0 1 7 ) . Av a i l a b l e : h t t p : / / w w w. bafg.de/GRDC/EN/Home/homepage_node.html. M o n s o o n W i n d : Pin XianWang. (2017). The global monsoon across time scales: Mechanisms and outstanding issues.
WATER HYA CI NTH MO R PHO L O G Y LOCAL NAME : KACHURIPANA
MORPHOLOGY
A N AT O M Y
FLOWER
inflorescence;
Top petal has gold yellow spot bordered with blue line.
lavender flower
bract
LEAF
peduncle of flower
STEM Petioles are bulbous and spongy with many air spaces which allow plants to float on a water surface
leaf blade
0.5 -1.5 METER
leaf isthmus,
rounded, upright and shiny green leaves
leaf petiole;
ROOTS Root system of water hyacinth is dark blue in colour with numerous stolons
free floating with numerous stolons
adventitious root
New plants are for med at the end of these stolons. stolon.
0
5
10
20
30
50
Scale [cm]
THE PROBLEM
WATER TRANSPORT
FLOODING.
DISEASE
REDUCTION OF BIODIVERSITY
Dense mats prevent boats from navtiagting the water
Blocking drainage canels mean that free flow of water is restricted and flooding is caused
imbalance in the aquatic microecosystem
Micro-habitat for a variety of disease vectors. The diseases associated with the presence of aquatic weeds in tropical developing countries
OPTIMAL ENVIRONMENTAL REQUIREMENTS
WATER TEMPERATURE
AIR TEMPERATURE
PH LEVELS
SALINITY
10 -25 °C
21 -30 °C
7 -10 PH
6 PER 1000ML (low)
NUTRIENT UPTAKE METHODS OF A WATER HYACINTH
FIBER OUS R OOT
A DSORPT ION
CATION EXCHANGE
PO4
NO3 PO4 DO NO 3
S OID PAR TICLE
RO OT
RO OT HA IRS
R OOT H AI R
The f i b ro u s and feat her y root s not only trap s u s p ended sol ids and bact er ia, but p ro vi d e at tachment sit es for bact er ial an d f un g a l grow t h. T he cont aminant s g et ad s o rb ed t o t he root sur face by t he b act er ia present t here.
PO 4 PHOSPHAT E
WATE R M O L E CUL E
The root s t r uct ures of w a t er hya c in t h p rovi d e a s ui t a b l e envi ronmen t f o r a erob i c b a ct er i a t o funct i on. Ae ro bic b a ct er i a feed on nut r i ent s a nd p ro du c e i norg a ni c comp ound s w hi ch i n tu rn p rovi d e food for t he p l a nt s.
DO DISSOLVED OX Y GEN
NO3 NITR ATE
April
May
Public space
Fertalizer processing plant
THE HYACINTH COOPERTIVE
June
July
August
September
October
November
Public space
Public space
Fertalizer processing plant
Floating farms
Water hyacith growth
Public space
Sell fertalizer
Fertalizer processing plant
Fertalizer processing plant
Floating farms
Water hyacith growth
Public space
Fertalizer processing plant
be
r
ch Mar
Floating farms
Water hyacith growth
Fertalizer farming co-operative
Sell fertalizer
Public space
Prototype workshoops
Febuary
T H E H YA C I N T H C O O P E R AT I V E
Sell fertalizer
Fertalizer processing plant
Fe bu ary
er
mb
Dece
[7] Convert to fertilizer
Prototype workshoops
Water hyacith growth
Floating farms
Sell fertalizer
Public space
Prototype workshoops
Sell fertalizer
Fertalizer processing plant
Floating farms
Water hyacith growth
Public space
Plants are contained within a bamboo structure to prevent there further spread
Water hyacith growth
Water hyacith growth
[2] Contain water Hyacinth
Sell fertalizer
Prototype workshoops
Public space
Sell fertalizer
Fertalizer processing plant
Sell fertalizer
Water hyacith growth
Public space
Floating farms
Floating farms
Fertalizer processing plant
Sell fertalizer
Prototype workshoops
Public space
Prototype workshoops
Water hyacith growth
Floating farms
Sell fertalizer
Fertalizer processing plant
Water hyacith growth
Public space
Fertalizer processing plant
Prototype workshoops
Sell fertalizer
Water hyacith growth
Prototype workshoops
Fertalizer processing plant
Se
be
r
ptem
March
em
Febuary
Nov
Sell fertalizer
July
Januavry
ne
The Hyacinth Cooperative is works on an annual yearly cycle. A Series of processes work to complete a self sufficient aquatic interface that provide a sources of income and public interaction to poor landless farmers
Ju
st
gu
Au
Water hyacith growth
[4] Sell to Rural markets
Produce grown on the farms can be taken to surround rual markets by boat
[3] Farm Bed
Farmers are able to start producing floating farm bed once enough water hyacinth have grown in the river system
[5] Remove from Water
Beds are removed from the water by Boat
[1] Growth of plant
The water Hyacinths begin to rapidly reproduce at the beginning of the monsoon season.
[6] Process Beds
Once farm bed are redundant they are brought to the hyacinth Factory where the can be processed and turned into fertilizer
The process of composting takes approximately 60 days
still to do
Prototype drawing stroyboard site plan
sunday site plan and sotry board
monday realflow
tuesday
October
wednesday
May
December
KHUSTIA KHUSTIA KHUSTIA KHUSTIA
KHUSTIA
KUMARKHALI KUMARKHALI KUMARKHALI KUMARKHALI
KUMARKHALI
KHOKSHA KHOKSHA KHOKSHA KHOKSHA
KHOKSHA
NUTRIENT LEVEL ALONG THE MADHUMATI RIVER Nitrates : post monsoon season The maps provide an indication of where the Water hyacinth are most likely to grow and become invasive along the Madhumati River
NUTRIENT NUTRIENT NUTRIENT NUTRIENT
LEVEL LEVEL LEVEL LEVEL
ALONG ALONG ALONG ALONG
1
2
4
MADHUMATI MADHUMATI MADHUMATI MADHUMATI
Phosphates : post monsoon season Phosphates : post monsoon season Phosphates Phosphates :: post post monsoon monsoon season season
The two maps reveal of Phosphates and Nitrates levels along Madhumati a key transport river The two maps reveal of River, Phosphates and Nitrates The two maps reveal of Phosphates and Nitrates in Bangladesh. As the monsoon season hits rainfall levels along Madhumati a key transport river The two maps reveal of River, Phosphates and Nitrates levels along Madhumati River, a key transport river increases causing agricultural nutrients to run off from in Bangladesh. As the monsoon season hits rainfall levels along Madhumati River, a key transport river in farm Bangladesh. the monsoon season hits rainfall the land andAs into the rivernutrients systems, increases causing tothis runcreates off froma in Bangladesh. Asagricultural the monsoon season hits rainfall increases causing agricultural nutrients to run off from spike in the pollution levels in hot spot areas the farm land and into the rivernutrients systems,tothis increases causing agricultural runcreates off froma the farm land andpollution into the river systems, thisareas creates a spike in the in hot spot the farm land and into the levels river systems, this creates a spike in the pollution levels in hot spot areas spike in the pollution levels in hot spot areas
Scale (KM) 0
THE THE THE THE
6
0 0 0 0
1 1 1 1
2 2 2 2
Scale (KM) Scale (KM) Scale (KM) Scale (KM)
4 4 4 4
6 6 6 6
RIVER RIVER RIVER RIVER
THE HYACINTH COOPERATIVE WIDE SITE PLAN Madhumati River The Hyacinth Factory is based in Kushtia, upstream of the Madhumati River. Its locations allows the floating farms beds to be easily transported to site sight as well as easy access to a wider network in Bangladesh through the Ganged River.
Prototype Deployment
Future Satellite plant
Hyacinth Factory
Urban Areas
Existing Rural markets
Scale (KM) 0
1
2
4
6
Network to markets
Network to fertilizer processing plant
FLOATING FARM BED PROCESS
PO4
NO3 6 WEEKS
NU TRI ENTS ABSORBED
P l a nts mus t rea c h a l ev e l of ma turi ty s o a s not t o rot a nd rel ea s e nutri en t s a b s orb ed b a c k i nto w a t e r
R o o t system ab s orbs h i g h l eve l s o f p ho sp hate s and n i trates and fro m water
[S TAGE 1] GROWT H OF WAT ER HYACINT H
BAMBOO POL E
10 D AY S
Laye d o ve r wate r h yac i n th al l o wi n g p l an ts to g ro w poles an d c o m p ac t th e bed
B a mb oo p ol es mus t b e le ft f or 10 d a y b ef ore b ei n g remov ed
[S TAGE 2] COMPACT BED
L EAF VEGTABL E Le af veg etab l e s are p l an te d o n th e bed an d harve sted every 3 we e ks
40 D AY
TOP SOI L
A f ter 40 d a y s f a rm b eds a re remov ed f rom w a te r, t o p rev ent the und erl a y er o f p l a nts f rom d ec a y i ng a n d rea b s orb i ng nutri ents ba ck i nto w a ter
Laye r o f to p so i l is added, m ad e fro m the fertilizer fro m the p revi o us year crop
[S TAGE 3] L AYER T OP S OIL AND PLANT VEGETABLES
[S TAGE 4 ] REMOVALE OF BED Beds can ea s i l y b e remov ed i n s ec ti ons w hen ready by boa t. They a re ta k en to l a nd w here are air an d d ri ed a l l ow i ng the f erti l i za ti on p roc es s to b eg i n
HYACINTH FACTORY DURING THE MONSOON SEASON To w a rd s the end o f the mo ns o o n s ea s o n a s the fa r mi ng s ea s o n d ra w s to a c l o se t h e re is a n d in cre a se d n umb er o f fl o a ti ng fa r m b ed b ei ng b ro ug ht fo r p ro c es s i ng . The p ub l i c g a the r in g spa ce re m a in s a t a c o ns ta nt l ev el a s w o rk s ho p s a nd meeti ng c o nti nue to b e hel d a l l ye a r ro u n d.
rB
ang
lad
esh
Loca
l Riv
n
ide
tow
ow
s fr om
rt t
ces
spo
Ac
Tra n
S I T E PLAN Scale 1:2000 (meters) 0
5
10
20
er tr
ansp
ort
MASSING
Hyacinth Bed Processing
Hyacinth Composting
Public Forum
CONNECTION TO WATER
ACCESS
1
2
3
[1]
[2]
[3]
Access to public forum
Goods Drop off +Fertilizer removal
Hyacinth Bed drop off
DEVELOPMENT DIAGRAMS
PROGRAM
Hyacinth Bed Provessing
Hyacinth Composting
Factory Floor
Public Forum
Compost store
Workshops Entrance
Post processing
Office Storage
CONNECTIONS
3 4 5
2 1
6
Input Output
[1]
[2]
[3]
[4]
[5]
[6]
Bed drop off
Processing
Composting
Post Processing
Storing
Selling to public
DEVELOPMENT DIAGRAMS
RADIATION ANALYSIS
RADIATION ANALYSIS
WIND ANALYSIS
FLOOR PLAN Scale 1:100 (mm) 0
2000 4000
8000
16000
Composting area (6)
Post processing
(7)
(8) Fertalizer store
(3)
Fertalzier exchange point
Factory office (4)
Public meeting space
Factory meeting
Factory office Factory staff Room
Entrance/ Public Gathering
(5) Factory processing area
(4)
Floating farm bed workshops
(2)
(1) Floating Farm bed drop off are
Factory goods Pier
Public Entrance pier
S ECTIO N AA THRO UGH PUBLIC GATHER S PACE Scale 1:50 (mm) 0
1000
2000
3000
SE CTION BB THR OUGH FACTORY Scale 1:100 (mm) 0
1000 2000
4000
8000
1:5 PHYSICAL MODEL Rotated brick patterns
The bricks within the the building are rotated at an angle taking om the pattern on the pollution data. This allows air circulate the building and light to enter it.
1:5 PHYSICAL MODEL Connection between Bamboo column and beam
The roof is supported by Bamboo columns and beams. They are layered and interlocked with one another. Connected through a tradional lashing technique using a Jute rope.
1:200 PHYSICAL MODEL Site model The model is made from layers of laser cut base. With Laser cut MDF and 3d printed supporting structure
WAREHOUSE CONVERSION
36 Atlantic Road
CONSTRUCTION
DG.02
DG.01
DG.03
WG.02
WG.01
2
FR30 GAS/ELECTRIC
G.01 ENTRANCE HALL
FR20
DG.06
700
1300
RIBBON BURNER
OVERHANGING CHIMNEY
G.05 SITTING AREA
DG.05 G.03 WC
1350
G.08 KITCHEN 1300
G.06 INFORMAL STUDY/PLAY
882
TOP HUNG OPENABLE ROOF LIGHT
DG.05
TOP HUNG OPENABLE ROOF LIGHT
1717
TOP HUNG OPENABLE ROOF LIGHT
882
1717
1222 WASHING MACHINE
SVP
G.07 DINING AREA
G.09 UTILITY/ LAUNDRY
1200
800
BOILER/WATER SOFTENER/AV
TUMBLE DRYER
SVP
WORK TOP WITH TOP HUNG CABINETS ABOVE
RWDP
RWDP
DG.04
ACO DRAIN
DG.04
RWDP TAP POINT FLOOR TRAP
RWDP
SCALE 1.50@ A1, 1:100 @ A3
G.10 OUTDOOR ENTERTAINMENT AREA
REV DATE
NOTES
moreno:masey
4M
architecturestudio
3M
t +44 20 3142 6554 www.morenomasey.com PROJECT
N
52-54 GLENTHAM ROAD CLIENT
2M
URBAN ASSOCIATES UK LTD DRAWING TITLE
GROUND FLOOR PLAN SCALE
DATE 22-06-16
PROJECT NO.
DWG NO.
1M
1:100@A3
1M
2M
3M
4M
SCALE 1.50@ A1, 1:100 @ A3
16005
201
DRAWN
CHECK
BH REVISION
DO NOT SCALE FROM DRAWING, ALL DIMS TO BE CHECKED ON SITE REPORT OMISSIONS AND DISCREPANCIES TO ARCHITECT IMMEDIATELY
W1.01
W1.01
W1.01
W1.01
W1.01
W1.01
FEATURE PAINTING
F.03 DRESSING ROOM
F.01 HALLWAY
F.02 BEDROOM 2
F.04 MASTER BEDROOM
420
STORE FD30
D1.10
F.06 EN-SUITE SHOWER ROOM
F.08 FAMILY BATHROOM 1717
SVP
FIXED GLASS AT 3 DEGREE PITCH
1717
W1.02
W1.02
W1.02
SVP
1000 882
882
FIXED GLASS AT 3 DEGREE PITCH
420
F.07 BEDROOM 3
F.05 EN-SUITE BATHROOM
W1.02
SCALE 1.50@ A1, 1:100 @ A3
BOILER VENT PIPE
RWDP
RWDP
RWDP
REV DATE
NOTES
moreno:masey
4M
architecturestudio
3M
t +44 20 3142 6554 www.morenomasey.com PROJECT
N
52-54 GLENTHAM ROAD CLIENT
2M
URBAN ASSOCIATES UK LTD DRAWING TITLE
FIRST FLOOR PLAN SCALE
DATE 22-06-16
PROJECT NO.
DWG NO.
1M
1:100@A3
1M
2M
3M
4M
SCALE 1.50@ A1, 1:100 @ A3
16005
202
DRAWN
CHECK
BH REVISION
DO NOT SCALE FROM DRAWING, ALL DIMS TO BE CHECKED ON SITE REPORT OMISSIONS AND DISCREPANCIES TO ARCHITECT IMMEDIATELY
16340 15140
W2.01
W2.01
W2.01
W2.01
W2.01
W2.01
F.03 BEDROOM 3
7300
8553
F.05 BEDROOM 4
F.02 PLAYROOM/OFFICE
D2.03 1717 D2.02 FIXED ROOF LIGHT
D2.01
SVP
1717
TOP HUNG OPENABLE ROOF LIGHT
F.01 HALLWAY
FIXED ROOF LIGHT
W2.02
W2.03
W2.03
FIXED ROOF LIGHT
FIXED ROOF LIGHT
W2.03
882
F.04 ENSUITE BATH
1717
D2.05
F.06 FAMILY BATH
W2.02 SVP RWP
SVP RWP BOILER VENT PIPE
SCALE 1.50@ A1, 1:100 @ A3
RWP
RWP
RWP
P1
SECTION CC
13.07.16
REV DATE
TO HIGGINSON GREY NOTES
moreno:masey
3M
4M
architecturestudio t +44 20 3142 6554 www.morenomasey.com
PROPOSED SECOND FLOOR
PROJECT
SCALE 1:100@A1, 1:200 @ A3
N
52-54 GLENTHAM ROAD CLIENT
1M
2M
DRAFT 1M
2M
3M
4M
SCALE 1.50@ A1, 1:100 @ A3
URBAN ASSOCIATES UK LTD DRAWING TITLE
SECOND FLOOR PLAN SCALE
DATE 22-06-16
PROJECT NO.
DWG NO.
1:100@A3
16005
203
DRAWN
SB BH
CHECK
SC
REVISION
P1
DO NOT SCALE FROM DRAWING, ALL DIMS TO BE CHECKED ON SITE REPORT OMISSIONS AND DISCREPANCIES TO ARCHITECT IMMEDIATELY
16330 15140 200
1500
200
1500
200
1246
200
1500
200
1500
200
1450
200
1500
200
1500
200
2810
190 372
2430
1350
517
379
717
FRONT ELEVATION
PROPOSED FRONT ELEVATION SCALE: 1:50 @ A1, 1:100 @ A3
F.03 BEDROOM 3
16505
F.05 BEDROOM 4
F.02 PLAYROOM/OFFICE
15140
900
F.06 FAMILY BATH
F.01 HALLWAY
SVP
2810
2340
1000
910
F.04 ENSUITE BATH
SVP RWP
SVP RWP BOILER VENT PIPE
RWP
RWP
SCALE 1.50@ A1, 1:100 @ A3
RWP
REAR ELEVATION
PROPOSED SECOND FLOOR SCALE 1:100@A1, 1:200 @ A3
P2 P1
13.07.16 16.05.16
REV DATE
TO HIGGINSON GREY NOTES
moreno:masey
5M
architecturestudio
4M
t +44 20 3142 6554 www.morenomasey.com 3M
PROJECT
GLENTHAM ROAD CLIENT
PROPOSED REAR ELEVATION
2M
SCALE: 1:50 @ A1, 1:100 @ A3
1M
2M
4M
6M
8M
10M
SCALE 1.100@ A1, 1:200 @ A3
URBAN ASSOCIATES LTD UK
DRAFT
DRAWING TITLE
PROPOSED ELEVATIONS SCALE
DATE
PROJECT NO.
DWG NO.
1:50 @A1,1:100 @A3 MAY 2016
16005
210
DRAWN
CHECK
SB
SC
REVISION
P2
DO NOT SCALE FROM DRAWING, ALL DIMS TO BE CHECKED ON SITE REPORT OMISSIONS AND DISCREPANCIES TO ARCHITECT IMMEDIATELY
130
25 40
5
150
2
1
DETAIL 1 ROOF AND GUTTER BUILD UP 180
11 10
3
4
5
225
25 22
25
5 20
485
9 8 7 6
200
3 12 13 14 15 16
28
17 18 19 20 21 22 23 24
27 32 26
28
29
30
31
25
25 40 20
110
100
40 28
363
DETAIL 01 SCALE: 1:5 @ A1, 1:10 @ A3
20 25 40
01 INSULATION 120MM XR 4000 60MM PL4000 02 VAPOZINC STRUCTURED UNDERLAY 03 RHEINZINK STANDING SEAM ROOFING 04 TIMBER BLOCKING ON NON-CONTINUOUS PACKS 05 PREFORMED EAVES PROFILE ON GALV SUPPORT ANGLE 06 WATERPROOF LAYER 07 ANKAMAT 7018 08 ZINC GUTTER 09 20MM MARINE PLY 10 RHEINZONK CAPPING WITH BUTT JOINTS & UDS SOAKERS 11 GALV SUPPORT ANGLE 12 20MM MARINE PLY SHEET 13 40MM TIMBER BATTENS 14 TIMBER FURING TO ANGLE GUTTER AT 3 DEGREES 15 TIMBER BLOCK FRAME TO SUPPORT ZINC FACADE 16 TYVEK BREATHER MEMBRANE 17 CONCEILED PVC RWDP 18 STEEL STRUCTURE TO STRUCTURAL ENGINEERS DESIGN 19 GALVANISED STEEL ANGLE SUPPORT 20 INSULATION 100MM XR 4000 40MM PL4000 21 TIMBER BLOCK FRAME TO SUPPORT ZINC FACADE 22 TIMBER BLOCK CAVITY CLOSER 23 RHEINZINK LINTEL PROFILE, PARTLY PERFORATED 24 RHEINZINK RECEIVER STRIP WITH TAPE 25 WINDOW FRAME (TBC) 26 INTERNAL WALL MAKEUP 2 LAYERS OF 12.5MM PLASTERBOARD 3MM LAYER OF SKIMMED PLASTER 27 TYVEK VAPOUR CONTROL BARRIER 28 STEEL STRUCTURE AND TIMBER BEAMS 29 INSULATION 40MM PL4000 30 20MM PLYWOOD SHEET 31 TYVEK VAPOUR CONTROL BARRIER 32 TYVEK DPC
112
110
18 19 20 21 22 112
100
34
27 28 39
DETAIL 02
DETAIL 02
SECTION CC SCALE: 1:5 @ A1, 1:10 @ A3
04
03
02
7 8
9 29
01
DETAIL 3 AND 4 ROOF BUILD UP
DETAIL 2 WALL, FLOOR AND PARAPET BUILD UP
10
32 31 30
16 17
5
30 20
30 40
15 14 13 12
10
11
70 20
115
33
DETAIL 01
40 28
2 3 4 5
23 24 25 26
37 36 35
DETAIL 01
01 RHEINZINK DOUBLE STANDING SEAM ROOF 02 RHEINZINK APEX PROFILE 03 SOLDERED CONTINUOUS CLEAT 04 TIMBER FURING
115
135
38
70
DETAIL 03
363
1
295
DETAIL 04
01 WINDOW FRAME 02 TIMBER WINDOW SILL 03 TYVEK DPC 04 TYVEK BREATHER MEMBRANE 05 INSULATION 100MM XR 4000 40MM PL4000 07 TYVEK VAPOUR CONTROL BARRIER 08 INTERNAL WALL MAKEUP 2 LAYERS OF 12.5MM PLASTERBOARD 3MM LAYER OF SKIMMED PLASTER 09 TIMBER BATTEN 10 20MM PLYWOOD 11 20MM TIMBER SKIRTING 12 30MM PLYWOOD 13 SEPARATING LAYER 14 DENSE SOUND CHECK LAYER (20KG) 15 20MM OAK FLOOR BOARDS (300MM WIDE) 16 STEEL STRUCTURE 17 HANGER WITH TIMBER BEAM 18 ZINC WINDOW SILL 19 ZINC WINDOW SILL COPING 20 VAPOZINC STRUCTURED UNDERLAY 21 20MM MARINE PLY 22 ALUMINIUM SUPPORT PROFILE 23 TIMBER BATTEN 24 RHEINZINK ANGLED STANDING SEAM FACADE 25 20MM MARINE PLY 26 40MM TIMBER BATTENS 27 RHEINZINK LINTEL PROFILE, PARTLY PERFORATED 28 RHEINZINK RECEIVER STRIP WITH TAP 29 TIMBER SUBSTRUCTURE 30 SARNAFIL G410E 31 20MM MARINE PLY 32 INSULATION CELUTEX XR4000 90MM CELUTEX PL4000 40MM 33 CELCON BLOCK WALL 34 EXISTING BRICK WALL 35 RHEIZINK WALL COPING 36 RHEIZINC FASCIA PROFILE 37 20MM MARINE PLY 38 TIMBER BOX PROFILE 39 TYVEK DPC
DETAIL 03 SCALE: 1:5 @ A1, 1:10 @ A3
P1
13.07.16
REV DATE
TO HIGGINSON GREY NOTES
moreno:masey architecturestudio t +44 20 3142 6554 www.morenomasey.com
PROJECT
52-54 GLENTHAM ROAD CLIENT
URBAN ASSOCIATES DRAWING TITLE
SECOND STORY DETAIL SECTION CC
DETAIL 02 SCALE: 1:5 @ A1, 1:10 @ A3
DETAIL 04 SCALE: 1:5 @ A1, 1:10 @ A3
SCALE
DATE 13-07-16
PROJECT NO.
DWG NO.
1:5 @ A1, 1:10 @ A3
16005
215
DRAWN
CHECK
BH
SC
REVISION
P1
DO NOT SCALE FROM DRAWING, ALL DIMS TO BE CHECKED ON SITE REPORT OMISSIONS AND DISCREPANCIES TO ARCHITECT IMMEDIATELY
INTERNAL
EXTERNAL
INTERNAL
EXTERNAL
GROUND FLOOR SLAB 65MM POLISHED CONCRETE SCREED 12MM OMNIE STAPLE UNDERFLOOR HEATING @150MM CENTERS 50MM Kingspan Kooltherm K3 Floor Board RWI SHEETSEAL 226 150MM CONCRETE SLAB (TOP TO ALIGN WITH EXISITNG SLAB)
INSULATED CAVITY WALL BUILD UP 3mm SKIM 12.5MM PLASTER BOARD (BRITISH GYPSUM GYPROC) 25MM KINGSPAN KOOLTHERM K17 INSULATED PLASTERBOARD 10MM DOT NAD DAB DPC 100MM BLOCK 25MM KINGSPAN KOOLTHERM K8 CAVITY BOARD 50MM CAVITY 102.5 BRICK
GROUND FLOOR SLAB 65MM POLISHED CONCRETE SCREED 12MM OMNIE STAPLE UNDERFLOOR HEATING @150MM CENTERS 50MM Kingspan Kooltherm K3 Floor Board RWI SHEETSEAL 226 EXISITNG CONCRETE SLAB 20mm MINIMUM PERIMETER INSULATION
(TO ACHIEVE 0.28 W/m2K) INSULATED CAVITY WALL BUILD UP 3mm SKIM 12.5mm PLASTER BOARD (BRITISH GYPSUM GYPROC) 25mm KINGSPAN KOOLTHERM K17 INSULATED PLASTERBOARD 10mm DOT AND DAB DPC 100mmBLOCK 25mm KINGSPAN KOOLTHERM K8 CAVITY BOARD 50mm CAVITY 102.5mm BRICK
RWI SHEETSEAL 9000 DPC/ CAVITY TRAY WEEP HOLE COLOUR TO MATCH BRICK
150
(TO ACHIEVE 0.28 W/m2K)
GROUND LEVEL TO ALIGN WITH NEIGHBORING PROPERTY GROUND LEVEL
RWI SHEETSEAL 9000 DPC/ CAVITY TRAY
LOOSE SHINGLE TO ALLOW FOR WATER TO SOAK AWAY WEEP HOLE
RWI FLEXISEAL PRO FULLY SUPPORTED IN CAVITY
CAVITY FILL RWI SHEETSEAL 226; 300mm REINFORCING STRIP
CONCRETE SLAB TO ALIGN WITH EXISTING CONCRETE FLOOR SLAB RWI SHEETSEAL 226 TO CONTINUE
10
150
RWI FLEXISEAL PRO FULLY SUPPORTED IN CAVITY
RWI SHEETSEAL 226: 300mm REINFORCING STRIP CAVITY FILL
20mm PERIMETER INSULATION RWI SHEETSEAL 226
RWI SHEETSEAL 226
EPS INSULATION
EPS INSULATION
ENGINEERED BRICK
ENGINEERED BRICK RETAINING WALL. TO BE LAID TO ENGINEERS SPECIFICATION
RWI DOUBLE DRAIN TO BE INSTALLED WITH FILTER FLEECE BLOCKWORK SUITABLE FOR BELOW GROUD
FOUNDATION TO ENGINEERS SPECIFICATION
CONCRETE FOUNDATION AS STRUCTURAL ENGINEER'S SPECIFICATION
C1
16.06.06
REV DATE
FOR INFOMATION [SB] [BH] NOTES
moreno:masey architecturestudio
DETAIL 1 ENGINEERED BRICK WALL
DETAIL 2 RETANING WALL
t +44 20 3142 6554 www.morenomasey.com PROJECT
GLENTHAM ROAD CLIENT
CARL HOMERSTONE DRAWING TITLE
PROPOSED GROUND FLOOR REAR WALL DETAILS
SCALE
DATE MAY 2016
PROJECT NO.
DWG NO.
AS MARKED
16005
SK.01
DRAWN
CHECK
SB
BH
REVISION
C1
DO NOT SCALE FROM DRAWING, ALL DIMS TO BE CHECKED ON SITE REPORT OMISSIONS AND DISCREPANCIES TO ARCHITECT IMMEDIATELY
BASEMENT EXTENSION
36 Atlantic Road PLANNING
ELEVATION
N PROPOSED GROUND FLOOR PLAN SCALE 1:200 0
2 3 4 5 6M
NEW BRICK ARCH LINTEL TO MATCH EXISTING
EXISTING BAY WINDOW TO BE REPLACED WITH NEW DOUBLE GLAZED TIMBER FRAMED SASH WINDOW. STYLE TO MATCH EXISTING SASH WINDOWS.
LONDON YELLOW STOCK BRICK WORK TO MATCH EXISTING PARAPET WALL WITH CAPPING STONE TO NEW GROUND FLOOR REAR EXTENSION STEEL FRAMED DOUBLE GLAZED DOORS
STEEL FRAMED DOUBLE GLAZED DOORS
1.2M MINIMUM SOIL DEPTH ABOVE BASEMENT
89 TALBOT ROAD
1200
700mm STEP BACK TO NEW SIDE RETURN
43 COURTNELL STREET
LIBRARY FFL 16.45
P2 16.05.18
FOR DISCUSSION [SB]
P1
FOR DISCUSSION [SB]
16.05.13
REV DATE
NOTES
moreno:masey architecturestudio t +44 20 3142 6554 www.morenomasey.com
PROJECT
PROPOSED REAR ELEVATION
45 COURTNELL STREET CLIENT
SCALE 1:50
0
1
MR & MRS O'FLYNN 2
3
4
DRAWING TITLE
PROPOSED ELEVATION REAR
5M
ALL NOTES SHOWN ARE SEEKING APPROVAL ALL OTHER ITEMS ON PROPOSED HAVE BEEN PREVIOUSLY APPROVED UNDER APPLICATION REF : 15/09665/FULL
SCALE
DATE MAY 2016
PROJECT NO.
DWG NO.
AS MARKED @ A1
14005
A4.302
DRAWN
CHECK
SB
SC
REVISION
P2
DO NOT SCALE FROM DRAWING, ALL DIMS TO BE CHECKED ON SITE REPORT OMISSIONS AND DISCREPANCIES TO ARCHITECT IMMEDIATELY
B
B
RWP
RWP
BOUNDARY
N
PROPOSED GROUND FLOOR PLAN SCALE 1:200 0
2
4
6
8
10 M
BEDROOM
BEDROOM
BATHROOM
FIXED DOUBLE GLAZED EXTERNAL SKYLIGHT WITH 150MM MINIMUM UPSTAND. SINGLE PLY MEMBRANE ROOF TO SHORTENED EXISTING GROUND FLOOR EXTENSION
LOUNGE
STEEL FRAMED DOUBLE GLAZED DOORS FFL 23.41
EXISTING TERRACE LEVEL LOWERED TO ALLOW FOR FLUSH ACCESS FROM GROUND FLOOR. REAR GARDEN TO ALLOW FOR WATER TO SOAK AWAY
LIVING ROOM
GARDEN
ENTRY
FFL 21.75
FFL 21.18
FFL 21.178
NEW WALK ON DOUBLE GLAZED ROOF LIGHT
HALL FFL 21.72
110 LEDBURY ROAD
COURTNELL STREET
GUEST BEDROOM
FFL 17.99
LIBRARY
FFL 16.45
ENSUITE
GAMES ROOM
P3
16.05.19
FOR PLANNING [SC]
P2
16.05.18
FOR PLANNING [SB]
P1
16.05.17
FOR PLANNING [SC]
REV DATE
NOTES
moreno:masey architecturestudio t +44 20 3142 6554 www.morenomasey.com
PROPOSED SECTION BB
PROJECT
SCALE 1:50
45 COURTNELL STREET CLIENT
MR & MRS O'FLYNN 0
1
2
3
4
DRAWING TITLE
5M
PROPOSED SECTION BB
ALL NOTES SHOWN ARE SEEKING APPROVAL ALL OTHER ITEMS ON PROPOSED HAVE BEEN PREVIOUSLY APPROVED UNDER APPLICATION REF : 15/09665/FULL
SCALE
DATE MAY 2016
PROJECT NO.
DWG NO.
AS MARKED @ A1
14005
A4.202
DRAWN
CHECK
RA
SC
REVISION
P3
DO NOT SCALE FROM DRAWING, ALL DIMS TO BE CHECKED ON SITE REPORT OMISSIONS AND DISCREPANCIES TO ARCHITECT IMMEDIATELY
BOUNDARY
BOUNDARY
A
A
RWP
RWP
N
Insertion Point
PROPOSED GROUND FLOOR PLAN SCALE 1:200 0
BEDROOM
2
4
6
8
10 M
BATHROOM
BEDROOM
BEDROOM
EXTENT OF NO. 43 COURTNELL STREET DOUBLE GLAZED FIXED FRAMELESS GLASS ROOFLIGHT
LOUNGE
HEIGHT OF REAR EXTENSION TO 43 COURTNELL STREET
STEEL FRAMED DOUBLE GLAZED DOORS STEPPED BACK FROM LINE OF NO.43 COURTNELL STREET FFL 21.72
LIVING ROOM
GARDEN
1.2M MINIMUM SOIL DEPTH ABOVE BASEMENT
1200
COURTNELL STREET
110 LEDBURY ROAD
ENSUITE GUEST BEDROOM
WC FFL 17.99
NEW WALK ON DOUBLE GLAZED ROOF LIGHT
UTILITY GAMES ROOM LIBRARY FFL 16.45
FFL 20.94
P2
16.05.18
FOR PLANNING [SB]
P1
16.05.13
FOR PLANNING [SB]
REV DATE
NOTES
moreno:masey
FFL 21.18
architecturestudio t +44 20 3142 6554 www.morenomasey.com
PROPOSED SECTION AA
PROJECT
SCALE 1:50
45 COURTNELL STREET CLIENT
0
1
2
3
4
MR & MRS O'FLYNN
5M
DRAWING TITLE
PROPOSED SECTION AA
ALL NOTES SHOWN ARE SEEKING APPROVAL ALL OTHER ITEMS ON PROPOSED HAVE BEEN PREVIOUSLY APPROVED UNDER APPLICATION REF : 15/09665/FULL
SCALE
DATE MAY 2016
PROJECT NO.
DWG NO.
AS MARKED @ A1
14005
A4.204
DRAWN
CHECK
RA
SC
REVISION
P2
DO NOT SCALE FROM DRAWING, ALL DIMS TO BE CHECKED ON SITE REPORT OMISSIONS AND DISCREPANCIES TO ARCHITECT IMMEDIATELY
BOUNDARY
BOUNDARY
RWP
RWP
N
PROPOSED GROUND FLOOR PLAN SCALE 1:200
0 1 2 3 4 5M
EXISTING BALCONY TERRACE ON TALBOT ROAD DASHED LINE INDICATES POSITION OF NEW EXTENSION ROOF BEYOND NEW STONE CAPPING ALONG REAR PARAPET AND RAISED SIDE WALL NEW AREA OF RAISED PARTY WALL ALONG BOUNDARY WITH TALBOT ROAD LINE OF EXISTING WALL WITH NO.43 BEYOND
COURTNELL ST
87 TALBOT ROAD
89 TALBOT ROAD
91 TALBOT ROAD
93 TALBOT ROAD
P1
16.05.13 FOR DISCUSSION [SB]
REV DATE
NOTES
moreno:masey architecturestudio t +44 20 3142 6554 www.morenomasey.com
PROPOSED SIDE ELEVATION (NORTHERN BOUNDARY WALL)
PROJECT
45 COURTNELL STREET
SCALE 1:50
CLIENT
MR & MRS O'FLYNN 0
1
2
3
4
DRAWING TITLE
5M
PROPOSED SIDE ELEVATION
ALL NOTES SHOWN ARE SEEKING APPROVAL ALL OTHER ITEMS ON PROPOSED HAVE BEEN PREVIOUSLY APPROVED UNDER APPLICATION REF : 15/09665/FULL
SCALE
DATE MAY 2016
PROJECT NO.
DWG NO.
AS MARKED @ A1
14005
A4.305
DRAWN
CHECK
RA
SC
REVISION
P1
DO NOT SCALE FROM DRAWING, ALL DIMS TO BE CHECKED ON SITE REPORT OMISSIONS AND DISCREPANCIES TO ARCHITECT IMMEDIATELY
S/L IC
Rwp.
CL:21.75 IL:19.21
30.1 SQM
EXISTING GROUND FLOOR PLAN GARDEN AREA
RWP
DINING ROOM
GARDEN
KITCHEN
FFL 21.72
LIVING ROOM
30.1 SQM
FFL 21.18 HALL
ENTRY FFL 21.75
RWP
P1
16.05.18
FOR PLANNING [SB]
P1
16.05.16
FOR PLANNING [SB]
REV DATE
PROPOSED GROUND FLOOR PLAN GARDEN AREA 0
1
2
3
4
NOTES
moreno:masey architecturestudio t +44 20 3142 6554 www.morenomasey.com
5M
PROJECT
45 COURTNELL STREET
N
CLIENT
EXISTING GARDEN AREA PROPOSED GARDEN AREA
MR & MRS O'FLYNN DRAWING TITLE
PROPOSED GROUND PLAN GARDEN AREA
SCALE
DATE APRIL 2016
PROJECT NO.
DWG NO.
1:50 @ A1
14005
A4.405
DRAWN
SC
CHEC
SC
REVISION
P2
DO NOT SCALE FROM DRAWING, ALL DIMS TO BE CHECKED ON SITE REPORT OMISSIONS AND DISCREPANCIES TO ARCHITECT IMMEDIATELY
B
B
RWP
RWP
N
Insertion Point
PROPOSED GROUND FLOOR PLAN SCALE 1:200 0
1
2
3
4
5M
BATHROOM 2839
4148
PROPOSED EXTENSION (REDUCED DEPTH)
EXISTING EXTENSION
NEW SASH WINDOW ON REAR ELEVATION
567
EXISTING BAY WINDOW ON REAR ELEVATION
SLOPE OF ROOF AND PITCH GOVERNED BY THIS WINDOW SILL POSITION TO AVOID ROOF CLASHING AT UNDERSIDE OF SILL.
EXISTING KITCHEN
FFL 23.41
400
GARDEN
EXISTING EXTENSION
2763
LIVING ROOM
FFL 21.18
FFL 21.178 160
FFL 21.338
GARDEN
1700
1700
2644
400
1052
PROPOSED VISIBLE EXTENT OF BAY WINDOW BASED ON 1700mm EYE LEVEL 400mm FROM REAR WALL OF GARDEN. INCREASED VISIBILITY.
EXISTING VISIBLE EXTENT OF BAY WINDOW BASED ON 1700mm EYE LEVEL 400mm FROM REAR WALL OF GARDEN
EXISTING SECTION BB WINDOW SIGHT LINE FROM GARDEN SCALE 1:50
GARDEN LEVEL REDUCED 160mm SO EYE LEVEL WOULD ALSO BE LOWER BUT VISIBILITY OF THE WINDOW HAS BEEN IMPROVED ON THE PROPOSED SCHEME.
LIBRARY FFL 16.45
GAMES ROOM
PROPOSED SECTION BB (EXTRACT) WINDOW SIGHT LINE FROM GARDEN
P1
SCALE 1:50
16.05.15
REV DATE
FOR DISCUSSION [SB] NOTES
moreno:masey architecturestudio
0
1
2
3
4
5M
t +44 20 3142 6554 www.morenomasey.com PROJECT
45 COURTNELL STREET
EXISTING SITE PHOTOGRAPH WINDOW OBSCURED BY PARAPET WALL AT END OF EXISTING REAR ELEVATION
CLIENT
MR & MRS O'FLYNN DRAWING TITLE
PROPOSED SECTION BB - SIGHTLINES
NOT TO SCALE
ALL NOTES SHOWN ARE SEEKING APPROVAL ALL OTHER ITEMS ON PROPOSED HAVE BEEN PREVIOUSLY APPROVED UNDER APPLICATION REF : 15/09665/FULL
SCALE
DATE MAY 2016
PROJECT NO.
DWG NO.
AS MARKED @ A1
14005
A4.406
DRAWN
CHECK
SC
SC
REVISION
P1
DO NOT SCALE FROM DRAWING, ALL DIMS TO BE CHECKED ON SITE REPORT OMISSIONS AND DISCREPANCIES TO ARCHITECT IMMEDIATELY
89 TALBOT ROAD
NO.43
NO.45
NO.41
NO.39
NO.37
NO.35
NO.33
NO.31
NO.29
NO.27
LIBRARY FFL 16.45
Datum: 15.00m.
Datum: 15.00m.
Front Elevation
Front Elevation
MORENO MASEY DRAWINGS NO SURVEY INFORMATION DRAWING FROM PICTURES
WESTMINSTER COUNCIL APPROVED PLANNING APPLICATION - 14/02849/FULL Jul 2014 - 14/07370/ADFULL Nov 2014
WESTMINSTER COUNCIL REAR ELEVATION FROM NO43. PLANNING DRAWING
WESTMINSTER COUNCIL
WESTMINSTER COUNCIL
WESTMINSTER COUNCIL
WESTMINSTER COUNCIL
MORENO MASEY DRAWINGS
WESTMINSTER COUNCIL
WESTMINSTER COUNCIL
APPROVED PLANNING APPLICATION
APPROVED PLANNING APPLICATION
APPROVED PLANNING APPLICATION
APPROVED PLANNING APPLICATION
BUILT as APPROVED PLANNING APPLICATION
APPROVED PLANNING APPLICATION
APPROVED PLANNING APPLICATION
- 02/000079/TP REF Aug 2014
- 05/05807/FULL Mar 2006 - 06/01802/FULL Apr 2006
- 13/09466/FULL Nov 2013
- 04/07075/FULL Nov 2004
- 14/06008/FULL Sep 2014
- 14/05745/FULL Aug 2014 - 14/07283/FULL Jan 2015 - 14/10557/FULL Feb 2015
- 06/06121/FULL Feb 2007 - 15/02066/FULL Apr 2015 - 15/08993/FULL Apr 2015
P1 16.05.16
OPTION 2 30
REV DATE
NOTES
moreno:masey architecturestudio
S1 21.601
S2 21.985
40
FOR DISCUSSION [SB]
21.64
COURTNELL STREET
t +44 20 3142 6554 www.morenomasey.com
21.63
PROJECT
45 COURTNELL STREET
45
20 M
00
15
LOCATION PLAN SCALE 1:500
SCALE
DATE MAY 2016
PROJECT NO.
DWG NO.
AS MARKED @ A1 1813
10
PROPOSED ELEVATION FULL REAR
ELEVATION
SCALE 1:100
5
MR & MRS O'FLYNN DRAWING TITLE
PROPOSED REAR FULL ELEVATION 0
CLIENT
0
5
10
15
20
25 M
14005
A4.304
DRAWN
CHECK
SB
SC
REVISION
P1
DO NOT SCALE FROM DRAWING, ALL DIMS TO BE CHECKED ON SITE REPORT OMISSIONS AND DISCREPANCIES TO ARCHITECT IMMEDIATELY
36 Atlantic Road PRESENTAION
S
HD
SD PT APC TP AR
NYV\UK Ã…VVY WSHU covers : 61 temporary waiting covers: 7
front seating
bar
section aa
S
HD
SD PT APC TP AR
Elevation
36 Atlantic Road TENDER PACK
420
411
C
421
WG.06 WG.01
410
WG.07 WG.02
W1.06
WG.08 WG.03
FOH ROOM 1 G.O1
DG.01
A
W1.05
FOH ROOM 2 G.O5
B
A
W1.04
B
WG.09 WG.04 PASS
BAR
DG
DG.03
WG.10 WG.05
WAITING S
BAR G.O2 Microlift - 50B Through Car
2
3
4
5
6
Microlift - 50B Through Car
BACK BAR
7
416
N
0
PROPOSED GROUND FLOOR PLAN 1
2
140L
BIN STORE G.04 240L
DISABLED WC G.03
240L
SD PT
For any further information please contact Stannah Microlifts on 01264 351922
1
DG.05
DG.02
BAR STORE / GAS ELECTRICS
For any further information please contact Stannah Microlifts on 01264 351922
HD
.04
APC TP AR
415
C
3M
T1
16 08 08
REV DATE
FOR TENDER NOTES
moreno:masey
CDM DESIGN REVIEW
Date Held: June 2016 Significant risks identified which are either:
the structural stability of walls, floors and ceilings are not There are a number of existing risers evident on site (see CDM RISK 1.1 - Concealed Services (Internal) compromised. • Relocating / new gas and relocating / new electrical supply photographs) within an older building structure. There are a • Method Statement to include for identifying and handling is due to be fitted to the property (by suppliers). There are a number of concealed services within walls and ceiling which the removal of old paint work that may contain lead. include; number of existing pipes and cables which are understood • Works to the existing beam and small area of roof at the money shute duct, service pipes, electrical cables (within to be live. Approximate locations where visible have been front of the property will require careful coordination as this walls and ceilings). Their exact location is not known and shown on the drawings and photographs provided. Exact forms the main access to the property during the works, careful localized opening up works will be required to positions to be ascertained on site prior to any excavation additionally there is limited space in front of the property and ascertain positions on site. Attention is drawn to the works, chasing out and drilling and a Contractor’s Method the neighbouring commercial premises to either side are in Asbestos Survey CDM Risk 2.1. A Contractor’s Method Statement is required for works relating to this element. operation throughout. Contractor to review sequencing of Statement is required to address these items. • At the rear of the property there is an existing manhole the works to ensure this work can be carried out without and partly visible an open drain part beneath the rear of the • Particular care is required where services may overlap with adversely affecting the neighbouring premises nor the works or affect the adjacent existing building. Works for the new foundations in these / workers on the site. buildings. areas will require digging close to these buried services. • To be read in conjunction with Mechanical and Electrical Water, gas, electricity cables may not have been identified CDM RISK 2.1 – Asbestos Engineer and the Structural Engineer’s drawings, during the survey works. Contractor to refer to relevant • The building dates before the year 2000, and has been specification and risk assessments – To be reviewed service drawings and provide a method statement including heavily altered. The asbestos survey has commissioned and subject to opening up structural investigation and for checking the area using an appropriate service locating will be circulated as soon as this available. dilapidations report. devices (CAT & Genny) and arrangements to hand dig • Subject to the findings of this report the Contractor and CDM Risk 2.3 – Lead (Externally) where necessary. Additionally please refer to the CCTV team will need to review any residual risks and should any • Where acceptable alternative non-lead based products to drainage survey once made available. asbestos be identified this work must be carried out by a be considered as replacement of missing or defective licensed asbestos removal contractor. leadwork. CDM RISK 1.2 - Concealed Services (Internal) • For further information refer to • Where leadwork cannot be avoided a Contractor’s Method • The building has been altered on a number of occasions, http://www.hse.gov.uk/asbestos . Statement is required for safe handling and installation of in places this appears to have been adhoc with the removal new leadwork and removal of old leadwork where of partitions, missing ceiling finishes and non compliance CDM Risk 2.2 – Demolition / Opening Up Works redundant or defective, in accordance with current best wiring of lighting (notably on the second floor). • Contractor to provide Method Statement and demolition practice recommendations.Refer to www.lipsa.org.uk and plan to ensure works are properly planned in advance and http://www.leadsheet.co.uk/ .
CDM RISK 3.1 – Dust • Contractor's Method Statement required for cutting, sawing, drilling, breaking out, chasing, sanding/rubbing down or sweeping up which could create harmful dust or lead to working in a dusty work place. • To also include for safe management of dust produced from cutting of softwood, hardwood, MDF, bricks, blocks, tiles and slates and other materials. • Reference is drawn to the use of adjacent properties for food preparation and retail which would be adversely affected by dust creation. CDM RISK 3.2 – Manual Handling • Contractor's Method Statement required for safe handling of and lifting aids for heavy and or awkward materials and equipment due to limited site setup and limited site access arrangements via scaffold at the front of the building, and at the rear sequencing of the build will affect the construction of the extension works. • Consideration to be given to loading requirements of scaffold and access equipment to avoid overloading when used for storage and for installation purposes simultaneously, to include covering of materials from the elements to avoid water uptake (increasing loading). • To be read in conjunction with Structural Engineer’s drawings, specification and risk assessments. Consideration to be given to sizing and design of the steelwork to minimise size of steels for delivery and installation purposes during to restrictivenature of the site access and internal circulation.
CDM RISK 3.3 – Vibratory Tools and Equipment • Contractor's Method Statement required for safe usage of hand held vibratory tools and equipment, including drills, breakers, grinders, cut-off saws, sanders and chasers etc, where possible limiting use. CDM RISK 3.4 – Noise • Contractor’s Method Statement required for safe usage of noisy tools, plant and equipment and exposure for both on site workers and off site neighbours and members of the public. • Reference is drawn to additional requirements which may be necessary for managing noise as part of Planning conditions. – Subject to final detail confirmation of the Planning Approval. CDM RISK 3.5 – Limited Site Setup • Contractor's Method Statements required to deal with on site storage, mixing and preparation of materials; on site storage of waste; and management of deliveries and waste collection; due to restricted access only available via the front elevation of the building. • Management of site storage of materials to be addressed to keep work areas and walkways tidy and clear of debris, materials and rubbish and consideration given to order material storage. • Works at the rear roofs and yard are in close proximity to existing buildings on three sides. Works must be coordinated to limit impact on the adjacent properties so that
• Where excavating or working within manholes, ensure barriers and guards are mounted around the edges, in accordance with current best practice, and fit temporary covers over open manholes where works are CDM RISK 3.6 – Working At Height incomplete (rear yard manhole and drainage works). • Risk of persons, objects or equipment falling from height • Contractor’s Method Statement to consider works at height due to first and second floor and roof works at high level during periods of high winds, frosty/icy conditions and or from scaffolding and or other access equipment, and heavy rain to address risks materials blowing off from incomplete works (new gas boiler and ductwork roofs, slips or falls (works are expected to take place during openings, window openings, internal staircase openings, the late summer, early autumn period). structural steelwork lifting and install works at ground and first floor, installation of shopfront signage and roof repair on • Consideration to be given to sequencing of the works to the front elevation, repair and upgrade works to the existing limit time required for scaffolding and extent of hoarding in order to minimise disruption to the footpath at the front of the pitched and flat roofs). • Contractor to provide protection measures to prevent falls property. – Subject to Contractor’s programme and sequencing of the works. including boarding out, guardrails, edge protection, safety nets / decks, debris netting, close fit scaffold boards as CDM RISK 3.7 – Fragile Materials necessary and in accordance with current best practice • Contractor to provide method statement and protection advice (scaffold works expected at the front and rear of the measures to prevent falls through fragile materials during property). the demolition and construction works to deal with exposed • Contractor to provide protection measures to the roof joists and rafters, existing flat roof construction at the neighbouring immediately to both sides of the site and to the front (above the entrance) and at the rear (above the ground properties at the rear (adjacent rooflights, exposed roof floor extension) where the condition of the roof is subject to edges). structural investigation and upgrade. • Seek to avoid and minimise works at height where possible • Also to be read in conjunction with CDM RISK 2.2 – though alternative sequencing where possible. Demolition, when stripping off existing roof coverings, • Seek to avoid unauthorised access to the scaffold or structures. Method Statement to cover fragile structures, property during the works. falls from height, materials falling, and potential injury to workers and members of the public off site.
works on or near adjacent roofs are kept safe during the build process.
CDM RISK 3.8 – Working In Confined Spaces • Risk of lack of oxygen, fumes, fire, excessive heat, poor lighting and falls as a consequence of new manhole and drainage works below ground floor, works at ground floor where the floor requires upgrade, new electrical and gas installation works at the front of the property. • Contractor’s Method Statement, Monitoring Strategy and Inspection Process for safe management and implementation of these elements of the works. • Contractor to provide temporary works support, as advised by a Structural Engineer, to ensure that existing and adjacent structures are not undermined or weakened by the works. This is with specific reference to the works in the yard to form new foundations and structural supports for the rear extension at ground floor, and the new rear wall works to the property at first floor between the two adjacent properties. To be read in conjunction with the Structural Engineer’s Risk Assessments once the structural scheme has been developed. CDM RISK 3.9 – Site Mixing and Batching • Contractor’s Method Statement to manage location of mixer, washing facilities, emergency first aid, protective clothing, control of washout and protection of retained drainage / watercourses, guards and electrical breakers as required.
CDM RISK 3.10 – Materials • Contractor’s Method Statement to address protection requirements for skin, eye and respiratory tract in accordance with manufacturer’s recommendations and current industry best practice recommendations. • Particularly reference to, but not limited to use of Chemicals for stonework / brickwork cleaning internally, existing mineral wool insulation, Glass-Wool Insulation which may be present in the existing building or required to complete the works. CDM RISK 3.11 – Adjacent Properties • It is expected that the property will remain vacant on all floors during the works. • The neighbouring properties to the sides and rear will be occupied throughout. Contractor’s Method Statement to address security of the site when not in use to prevent unauthorised access to areas of incomplete work and site areas including scaffolding, fixed ladders, floor openings, holes and voids, hazardous substances, or unsecured materials. • Consideration to be given to the street elevation where there is limited footpath adjacent a busy two way street with frequent deliveries. Ensure that these are kept safe and accessibly during the works while not placing workers or members of the public at risk. CDM RISK 3.12 – Hot works • Contractor’s method statement for safe management of works to gas/water plumbing, waterproofing materials, heating / fire risks.
architecturestudio t +44 20 3142 6554 www.morenomasey.com
PROJECT
ROSA'S 36 ATLANTIC ROAD CLIENT
ROSA'S
DRAWING TITLE
PROPOSED GROUND FLOOR PLAN SCALE
DATE AUG 2016
PROJECT NO.
DWG NO.
1:25@A1
16007
200
DRAWN
CHECK
SB MN
VT
REVISION
T1
DO NOT SCALE FROM DRAWING, ALL DIMS TO BE CHECKED ON SITE REPORT OMISSIONS AND DISCREPANCIES TO ARCHITECT IMMEDIATELY
REPAIRS TO ROOF
WC
WC
REFER TO DRAWING 16007 311
NEW FLAT ROOF
EXTENSION OF KITCHEN REFER TO DRAWING 16007 412
KITCHEN
ROSA'S THAI CAFE
NEW SHOPFRONT
T1
08.08.16
FOR TENDER
P2 16 07 20 KITCHEN DESIGN DWG [KB] P1 16 07 08 FOR PLANNING [KB] P1 ISSUED FOR INTERNAL REVIEW REV DATE
BANQUETTE STYLE 2, REFER TO DRAWING 16007 421
REFER TO DRAWING 16007 415
AGED BRASS FOLDED MENU FOLDER, SIZE TBC BY CLIENT
FLUTED GLASS 11.05
NOTES
moreno:masey architecturestudio t +44 20 3142 6554 www.morenomasey.com
PROJECT
PROPOSED SECTION BB 1:50 @ A3
0
1
2
ROSA'S 36 ATLANTIC ROAD CLIENT
3M
ROSA'S
DRAWING TITLE
PROPOSED SECTION BB
SCALE
DATE JUNE 2016
PROJECT NO.
DWG NO.
1:50@A3
16007
306
DRAWN
CHECK
SB KB
VT
REVISION
T1
DO NOT SCALE FROM DRAWING, ALL DIMS TO BE CHECKED ON SITE REPORT OMISSIONS AND DISCREPANCIES TO ARCHITECT IMMEDIATELY
A
300
425
B
B
50
445
445 445
A
425
445
300
FOH ROOM 2 G.O5
1075
PROPOSED BANQUETTE 03 PLAN 1:100 @ A3
0
2
3
BANQUETTE 02
1010
TYPE A TYPE B 4M
SCREEN TYPE A ELEVATION 1:40 @ A3
SCREEN TYPE B ELEVATION 1:20 @ A3
11.04 RAFFIA 1/2'' FRENCH CANE
11.04 RAFFIA 1/2'' FRENCH CANE
11.03 RAFFIA 6 X 6 SQUARE MESH 5050
900
11.03 RAFFIA 6 X 6 SQUARE MESH 50
900
6.06 METAL MILD STEEL FRAME
6.06 METAL MILD STEEL ARM FROM FRAMEWORK FROM WHICH LF02 LIGHT IS HUNG
11.03 RAFFIA FIXED BETWEEN MILD STEEL FRAME
LF02 LIGHT HUNG ON FLEX CODE TT33 AS SHOWN IN SCHEDULE 16007 801 LIGHTING SCHEDULE
925
LF07 RECESSED LED STRIP LIGHT
65 20
45. 00°
TIMBER BATTON SUPPORT WITH MILD STEEL TRIM
TYPICAL SCREEN B DETAIL 1 1:10 @ A3
75 50 75
D.01
D.01
-
-
T1 08.08.16 FOR TENDER
6.06 METAL MILD STEEL
REV DATE
NOTES
moreno:masey
TILES
architecturestudio
PLYWOOD TIMBER BATTON
t +44 20 3142 6554 www.morenomasey.com PROJECT
ROSA'S 36 ATLANTIC ROAD CLIENT
ROSA'S
DRAWING TITLE
TYPICAL SCREEN B SECTION AA 1:20 @ A3
TYPICAL SCREEN A SECTION BB 1:20 @ A3
TYPICAL SCREEN A SECTION DETAIL 1 1:20 @ A3
SCREEN DETAILS - GROUND
SCALE
DATE JUNE 2016
PROJECT NO.
DWG NO.
1:50@A3
16007
411
DRAWN
CHECK
MN SB
VT
REVISION
T1
DO NOT SCALE FROM DRAWING, ALL DIMS TO BE CHECKED ON SITE REPORT OMISSIONS AND DISCREPANCIES TO ARCHITECT IMMEDIATELY
348
LOW HEAD HEIGHT UNDER STAIRCASE
348
ROSA'S THAI CAFE
MARBLE BAR TOP 11.09
BACK BAR BRASS 6.01 SHELVING 2354
MARBLE BAR FACING EDGE 11.09 DETAIL TO BE DRAWN WITH STONE MANUFACTURERS
1810
BRASS MENU HOLDER BUILD INTO BAR, SIZE TBC BY CLIENT
STAINLESS STEEL BACK BAR 6.09 1226
HIDDEN LED STRIP LF.07 LIGHT UNDER BAR SURFACE MDF UNDERSIDE OF MARBLE OGEE PROFILE TIMBER CLADDING 4.04
949
1100
UNDER COUNTER SPACE FOR FRIDGES, TBC BY CATERING SUPPLIER
BAR FRONT ELEVATION 1:20 @ A1
HATCH TO ELECTRICS CUPBOARD UNDER STAIR, DIMENSIONS TO BE CONFIRMED
A
BACK BAR HAS LOW HEAD ROOM UNDERSTAIR FOR 484MM
COUNTER BEHIND WITH SPACE FOR BAR FRIDGE UNDERNEATH
Microlift - 50B Through Car
7
600
BACK BAR 1831
6
5
4
3
BAR STORE / GAS ELECTRICS
484
2
1
SECTION AA 1:5 @A1
MARBLE BAR TOP 11.09
500
B
B
184
HIDDEN LED STRIP LF.07 LIGHT UNDER BAR SURFACE
2010
145
1037
682
BAR G.O2
MARBLE BAR FACING EDGE 11.09 DETAIL TO BE DRAWN WITH STONE MANUFACTURERS
B
Microlift - 50B Through Car
For any further information please contact Stannah Microlifts on 01264 351922
For any further information please contact Stannah Microlifts on 01264 351922
MDF CLAD WITH BRASS SKIRTING 6.01
MDF UNDERSIDE OF MARBLE OGEE PROFILE TIMBER CLADDING 4.04
555
300
1514
BAR
CUPBOARD WITH SHELVING INSIDE 300
PASS
A
MDF CLAD WITH BRASS SKIRTING 6.01
T1 16 08 08 FOR TENDER [SB] [KB] REV DATE
NOTES
moreno:masey architecturestudio t +44 20 3142 6554 www.morenomasey.com
PROPOSED BAR PLAN 1:20 @ A1 0
SECTION BB 1:5 @A1 2
3
4M
PROJECT
ROSA'S 36 ATLANTIC ROAD CLIENT
0
1
2M
ROSA'S
DRAWING TITLE BAR DETAILS
SCALE
DATE JUNE 2016
PROJECT NO.
DWG NO.
AS STATED
16007
415
DRAWN
CHECK
MN SB
VT
REVISION
T1
DO NOT SCALE FROM DRAWING, ALL DIMS TO BE CHECKED ON SITE REPORT OMISSIONS AND DISCREPANCIES TO ARCHITECT IMMEDIATELY
STADIUM COMPETETION Munich olympic park