The document contains architectural plans for a house extension including:
1. Floor plans showing the layout of the existing cottage and proposed extension with new bedrooms, kitchen, and covered porch.
2. Building sections and elevations showing construction details like foundations, walls, and roof structure.
3. Details of specific construction elements like steel beams, brick walls, and door/window specifications.
4. A site plan locating the existing cottage and proposed extension on the 1500 sqm plot, with notes on building coverage.
3 family residence offering 2 bedroom 2.5 bath apartments with private outdoor spaces. All apartments received full interior demolition, new partitions, finish floors, and fixtures. In complies with the Multiple Dwelling Laws of NYC maintaining the historic facade with rustic reclaimed wood to the new addition.
Work included Schematic Design, Design Development , Construction Documents, coordinating all consulting engineers, and participating in all required Department of Buildings procedures.
3 family residence offering 2 bedroom 2.5 bath apartments with private outdoor spaces. All apartments received full interior demolition, new partitions, finish floors, and fixtures. In complies with the Multiple Dwelling Laws of NYC maintaining the historic facade with rustic reclaimed wood to the new addition.
Work included Schematic Design, Design Development , Construction Documents, coordinating all consulting engineers, and participating in all required Department of Buildings procedures.
Aditya Celebrity Homes are built with green building principles, the premises has 80% open space against 20% covered area. The earthquake resistant structure for Aditya Celebrity Homes is built on RCC structure as per IS code. The project incorporates every available element of modern lifestyle.
Aditya Celebrity Homes comprises of a Lavish lobby, high-speed lifts, 100% power backup, uninterrupted water supply, 24-hour centralized security with video phone, gym, club, sauna bath, Jacuzzi, swimming pool, outdoor and indoor game courts are just a few to mention.
Aditya Celebrity Homes are built with green building principles, the premises has 80% open space against 20% covered area. The earthquake resistant structure for Aditya Celebrity Homes is built on RCC structure as per IS code. The project incorporates every available element of modern lifestyle.
Aditya Celebrity Homes comprises of a Lavish lobby, high-speed lifts, 100% power backup, uninterrupted water supply, 24-hour centralized security with video phone, gym, club, sauna bath, Jacuzzi, swimming pool, outdoor and indoor game courts are just a few to mention.
From the June 30th BOE meeting is this presentation on the current progress of the buildings and grounds committee on the current state of the borough's school buildings
Brochure from Schiedel. This forms part of our flue and chimney range and can be used with acknowledgement to Schiedel Chimney Systems Ltd. as well as a link to the original source at www.schiedel.com/uk
Schiedel's chimney flue range includes flue systems for residential and commercial applications. A typical flue installation includes steel chimney pipe or mineral pipe or module components from the heat source appliance (a stove, biomass or gas appliance for example) to it's termination point above the roof. Support is required for internal and external chimney systems.
Schiedel specialise in wood burning appliances and flues, which are a renewable way of avoiding constant gas or electricity usage when looking at a secondary heat source. Even heat pumps are problematic with severe temperature drops, so a secondary source is always needed.
1. E1 E1 E2
M A S T E R
BEDROOM
ENSUITE
TOILET
BEDROOM
2
C O V E R E D
P O R C H
KITCHEN
WALLTOBEDEMOLISHED
E X I S T I N G
DOOR TO BE
BRICKED UP
DOOR TO
BE ADDED
B I C
B I C
BIC
BIC
TO
UPSTAIRS
V E R A N D A H
NE1
NG2
E2
S H O W E R
+ T O I L E T
DINING
LIVINGROOM
C2FC2F
D22F
C2F
NC4FNC4F
NC4FNG2
NG5 NG5NG5
a l u . s l i d i n g d o o r
a l u . s l i d i n g d o o r a l u . s l i d i n g d o o r
C2FD2FD2F
NG11
E2E2E2
U001a l u . s l i d i n g d o o r
A A
B
A A
L O F T
A R E A
U P S T A I R S D E C K
FROM
DOWNSTAIRS
B
B
B
DATE: PROJECT: DRAWING: SCALE:
DRAWN BY:CLIENT/APPLICANT:
PLOT: SIGNED:
1: 50
G H
PAGE #:
TFHE/001/01
CLIENT ADDRESS:
OCT 2014
PAGE FORMAT: A1P
DRAWING NUMBER:
/
HOUSE EXTENSION
-
SUBMITTED:
826, PLATEAU, KASANE
T FRAYNE
P.O. Box 1056
Kasane
FIRST FLOOR PLAN 1:50
GROUND FLOOR PLAN 1:50
E X I S T I N G
C O T T A G E
AREAS
SITE 1500 sqm
EXISTING COTTAGE 60 sqm
PROPOSED EXTENSION 86.7 sqm
TOTAL BUILDING ±146.7 sqm
COVERAGE ±9.8%
REVISIONS
2. FFL1 0000
NGL ±-0200
+2100
+3225
+3905
FFL2 +3000
+5100
+5400
+5711
+6714
-1200
-1600
-1800
-0400
-0550
-0085
IBR ROOF SHEETING FIXED WITH
SCREWS TO 75x50 TIMBER PURLINS
FIXED @ MAX 1200 CS TO 114x38
TIMBER TRUSSES BUILT TO SUIT, FIXED
@ MAX 850 CS INTO 230 BRICK WALL
230 LOAD BEARING BRICK WALL
PLASTERED ON BOTH SIDES TO SUIT
(MIN 10 mpa BRICK STRENGTH TO FFL2)
1 5 0 X 1 5 0
S T E E L
C O L U M N
400x800 RC STRIP FOUNDATION
ON 200 WELL COMPACTED
CALCRETE BASE @ MIN DEPTH
- 1 6 0 0 B E L O W N G L
85 SMOOTH FINISHED
RC FLOOR SLAB ON
D P C O N W E L L
COMPACTED EARTH
F I L L T O S U I T
22 T+G FLOORING ON 19 PLYWOOD
FIXED TO 140x60 STEEL CHANNEL
JOISTS FIXED @ 600 CS MAX TO
BRICK WALL WITH 100x75X6 ANGLE
SECTION BOLTED INTO WALL
S U I T A B L Y
L I G H T C O N C
F O O T I N G F O R
S T E E L D E C K
C O L U M N S M I N
D E P T H 1 1 0 0
B E L O W N G L
std steel
window std steel
window
std steel
window
std steel
window
std steel
window
std steel
window
AIR
VENT
9 m m G Y P S U M
CEILING FIXED TO
3 8 x 3 8 T I M B E R
B R A N D E R S
S C R E W E D @
4 0 0 C S MA X T O
U/SIDE OF FLOOR
S T E E L J O I S T S
2 2 8 x 5 0 T I M B E R
BEARERS BOLTED TO
1 5 0 x 1 5 0 S T E E L
COLUMN SUITABLY
22 T+G DECKING FIXED TO
19mm PLYWOOD FIXED TO
228x38 JOISTS @ 600 CS
MAX ON 228x50 BEARERS
114x38 TIMBER PERGOLA
S T R U C T U R E T O S U I T
50x50 STEEL
BALUSTRADE
DETAIL B
FFL1 0000
NGL -0200
+2100
+3225
+3905
FFL2 +3000
+5100
+5400
+5711
+6714
-1200
-1600
-1800
-0400
-0550
+3905
+3225
-0085 -0085
IBR ROOF SHEETING FIXED WITH
SCREWS TO 75x50 TIMBER PURLINS
FIXED @ MAX 800 CS TO 114x38
TIMBER TRUSSES BUILT TO SUIT, FIXED
@ MAX 850 CS INTO 230 BRICK WALL
115 LOAD BEARING BRICK
WALL PLASTERED ON BOTH
S I D E S T O S U I T
12mm PLYWOOD CEILING
FIXED TO U/SIDE OF PURLINS
B E T W E E N T R U S S E S
AIR
VENT
BARGEBOARD
T O S U I T
IBR ROOF SHEETING FIXED WITH
SCREWS TO 75x50 TIMBER PURLINS
FIXED @ MAX 1000 CS TO 228x38
TIMBER TRUSSES, FIXED @ MAX 900
C S I N T O 2 3 0 B R I C K W A L L
EXISTING 200 CONC
BLOCK WALL TO BE
R A I S E D T O
SPECIFIED HEIGHT
RIDGE CAP
T O S U I T
T I M B E R
D E C K
S T E E L
COLUMN
400x800 RC STRIP FOUNDATION
ON 200 WELL COMPACTED
CALCRETE BASE @ MIN DEPTH
- 1 6 0 0 B E L O W N G L
200x515 RC STRIP
FOOTING ON 15 0
WELL COMPACTED
C A L C R E T E B A S E
1 8 0 0 x 2 1 0 0
a l u . s l i d i n g d o o r
P R O P O S E D E X T E N S I O N E X I S T I N G C O T T A G E
std steel
window
85 SMOOTH FINISHED
RC FLOOR SLAB ON
D P C O N W E L L
COMPACTED EARTH
F I L L T O S U I T
BUILT
IN
CUPBOARD
AIR
VENT
2 0 0 x 6 0 0 R C S T R I P
FOUNDATION @ MIN
DEPTH 900 BELOW NGL
ON 150 COMPACTED
CALCRETE BASE LAYER
DETAIL A
DETAIL C
9 0 0 x 2 1 0 0
custom fixed
timber window
SUITABLE STEEL
FLASHING CHASED
I N T O W A L L
E1 E1 E2
M A S T E R
BEDROOM
ENSUITE
TOILET
BEDROOM
2
C O V E R E D
P O R C H
KITCHEN
WALLTOBEDEMOLISHED
E X I S T I N G
D OO R TO BE
BRIC KED UP
D O O R T O
BE ADDED
B I C
B I C
BIC
BIC
TO
UPSTAIRS
V E R A N D A H
NE1
NG2
E2
S H O W E R
+ T O I L E T
DINING
LIVINGROOM
C2FC2F
D22F
C2F
NC4FNC4F
NC4F
NG2
NG5 NG5NG5
a l u . s l i d i n g d o o r
a l u . s l i d i n g d o o r a l u . s l i d i n g d o o r
ENTRANCE
G A T E
WASTE
A R E A
exist.
tree
exist.
tree
G A R D E N
IC
ICIC
IC
COUNCIL/WUC
S E W E R
CONNECTION
1 . 5 m s e t b a c k l i n e
1 . 5 m s e t b a c k l i n e
1.5msetbackline
5msetbackline
P A R K I N G
P A R K I N G
e x i s t i n g 1 . 8 m b l o c k w a l l
P L O T 8 2 7
P L O T 8 2 5
G
RE
IC
15mROAD
2 0 0 C AL CR ETE BA SE LAY ER
COMPACTED TO 96% MOD AASHTO
230 CONC STOCK
B R I C K 1 0 m p a
M I N I M U M
C O N C R E T E
STRIP FOOTING
CAST EN-SITU
Y12
REINFORCING
8 5 SM O OT H FI NI S H E D
CONCRETE FLOOR SLAB
HARDCORE FILL TO
96% MOD AASHTO
I N L A Y E R S O F
1 5 0 m m
WELL COMPACTED
B A C K F I L L
2 5 0
MICRON
D P C
150 CAL CRET E BAS E
LAYER COMPACTED TO
9 6 % M O D A A S H T O
200x 515 CO NC ST RIP
FOOTING CAST EN-SITU
H A R D C O R E F I L L
COMPACTED TO 96%
M O D A A S H T O I N
150mm LAYERS TO
S U IT AB L E DEP T H
85 SMOOTH FLOATED CONC
FLOOR SLAB REINFORCED WITH
A193 REINFORCING MESH
250
MICRON
DPC Y 1 2 R E I N F O R C I N G
115 CONC BRICK SEMI
LOAD BEARING WALL
PLASTERED ON BOTH
S I D E S
230 LOADBEARING
CONC STOCK BRICK
WALL PLASTERED
B O T H S I D E S
2 2 m m T + G F L O O R I N G
1 9 m m P L Y W O O D
1 4 0 X 6 0 S T E E L
C H A N N E L J O I S T
38x38 TIMBER BRANDER
FIXED WITH SCREWS TO
UNDERSIDE OF STEEL
JOISTS @ 400 CS MAX
9mm GYPSUM
CEILING FIXED
TO BRANDERS
100x75 STEEL
ANGLE BOLTED
TO BRICK WALL
S T D A I R
V E N T
CAST INTO
W A L L
DATE: PROJECT: DRAWING: SCALE:
DRAWN BY:CLIENT:
PLOT: SIGNED:
APPROVAL SET
SECTION A-A 1:50
SECTION B-B 1:50
ELEVATIONS 1:200
SITE PLAN 1:200
LOCATION PLAN 1:500
DETAIL A 1:25
DETAIL B+C 1:10
1:10 1:25 1:50 1:200
1:5000
G H
CLIENT ADDRESS:
P.O. Box 1056
Kasane
SUBMITTED:REVISIONS
PAGE #:
A1L
DRAWING NUMBER:
/
TFHE/002/01
OCT 2014
HOUSE EXTENSION
-
826, PLATEAU, KASANE
T FRAYNE
LOCATION PLAN 1:5000
NE ELEVATION 1:200 NW ELEVATION 1:200
SE ELEVATION 1:200SW ELEVATION 1:200
SITE PLAN 1:200
SECTION A-A 1:50 SECTION B-B 1:50
PROPOSED
EXTENSION
DETAIL A 1:25
DETAIL C 1:10
DETAIL B 1:10
AREAS
SITE 1500 sqm
EXISTING COTTAGE 60 sqm
PROPOSED EXTENSION 86.7 sqm
TOTAL BUILDING ±146.7 sqm
COVERAGE ±9.8%
*SITE SHOWN IN RED
EXISTING
COTTAGE