Work Portfolio 2022 Vol2

Vol 2

ARCHITECTURAL PORTFOLIO VOL 2 KIT YEUNG. CHAN PROFESSIONAL WORK 2017-2022

All the Drawings in this portfolio are used for reference only.

This portfolio illustrates the selected works during my employment at PWP Architects & HOP Architects from 2017 to present.

CONTENT

PWP ARCHITECTS LTD 2017-2020

QUEENS HOTEL SOUTHSEA, HAMPSHIRE

MIDDLE PARK WAY HAVANT, HAMPSHIRE

HIGH PEAK CARE HOME SOUTHAMPTON, HAMPSHIRE

SOUTHSEA SKATEPARK SOUTHSEA, HAMPSHIRE

BORROW FOUNDATION WATERLOOVILLE, HAMPSHIRE

AVENUE COTTAGE BOSHAM, WEST SUSSEX

3

QUEENS HOTEL SOUTHSEA, HAMPSHIRE

[Individual] [ArchiCAD + Cinerender + Photoshop ]

CLIENT : THE QUEENS HOTEL APPOINTMENT : 2017 STAGE: PLANNING Project brief : Renovation and extenion works to the existing hotel building including: - Conversion of basement to form hotel spa (consist of 100m2 of new build extension), re-use of remaining basement as supper club, re-use retail / cafe unit on Osborne Road frontage.

- General renovation of the whole hotel.

- Remodelling of existing 4th floor accommodation to reinstate further hotel rooms.

- Creation of new upper floor containing 6no. residential dwellings (706m2) in double mansard with key roof features.

Please click on the link below to watch a sample animation fly through rendered in twinmotion.

HTTPS://VIMEO.COM/328459269

4

QUEENS HOTEL PROPOSED BASEMENT PLAN

[Individual]

New single storey rear extension to form a new spa area

[ArchiCAD]

SPA PROPOSAL 1 FEMALE CHANGING ROOM: (26.7m2) 4 Shower 1 Toilet 13X2 Locker unit 2+1 Changing room

F-C 1.43 C-H 1.48

MALE CHANGING ROOM: (16.4m2) 2 Shower 1 Toilet 1 Urinal 11X2 Locker unit 1 Changing room

DH 1.17

F-C 1.93 C-H 1.45

FAMILY & ACCESSIBLE WC/SHOWER: (7.4m2)

Boiler Room

Alter ative Ent ance Foyer for both Guests and Residents DH 1.

F-C 1.99 C-H 0.70

34

F-C 2.05 C-H 1.28

Water tank

Gas pipe

Lift Mechanism

10 11 14

Cellar

02

11

F-C 1.46 C-H 1.90

Store Rooms

5

12 13

DH 2.02

Workshop

4

DH 1.87

DH 2.

10 14

F-C 1.46 C-H 1.90

MUD ROOM: (9.6m2) 2 Bath

F-C 1.46 C-H 1.90

F-C 1.46 C-H 1.90

TREATMENT ROOM: 1 Two bed treatment room.

2 Single bed treatment room with shower.

2 Single bed treatment room.

6

DH 1.74

20

3 7

2

DH 2.18

DH 1.94

99

to g ound o

DH 1.

Li

F-C 0.00 C-H 1.43

DH 2.

DH 1.

F-C 0.96 C-H 1.19

DH 1.99

sement

01

Bar

Unused Area

91

Accessible WC

Buzz Bar

DH 2.12

DH 2.15

External Courtyard

DH 3.02

DH 1.98

Store Rooms

DH 2.04

Patisserie's Kitchen

Ladies Male Toilet

Conference DH 2.00

UP

Unused Area Ped + Manicure (dual f nction)

4 people 2000x2000 Aqualinesaunas

Sauna

20

19

18

17

4

3

22 2

21 1

5

Main Conference Room

UP

LAUNDRY: (22.7M2)

For er Kitchen

UP

Pool Plant

Fire Exit

Access to pool plant room

DH 2.03

Existing window opening to be blocked up

Window to be reinstat ed to receive daylight in the basement

6-8 people 2500x3000 Tylohelo

STORAGE: (14.1m2)

Hotel's Kitchen

F-C 1.47 C-H 1.42

C-H 1.17 Existing window opening to be blocked up

DH 2.27

Treat ent Room 3

Treatment Room 1

Secondary access to F-C 1.53 pool plant room F-C 1.53 C-H 1.30 C-H 1.30

F-C 1.29 C-H 1.37

Treat ent Room Treatme nt Room 2 2

Fire Exit Ramp

Room inaccessible

Pool Plant

Mud Room F-C 1.29 C-H 1.37

Treat ent Room 1

For er Nightclub

Fire Escape to Open Air

Mud Plant UP

Steam

Bath

Fire Door FD60

DH 2.06

Demolish existing stage

DH 2.21

DH 2.04

Cupboard space above the mud plant area.

Steam Plant

Conference Room

STUDIO: (24.1m2) 10 Spinning bike OR 6 Yoga space THERAPY POOL: (86.7m2) Pool (34.9m2) Lounger seats

Fish Tank

DH 1.99

DH 2.00

Fire Exit UP

DH 2.07

Storage

DH 1.95

DH 2.01

DH 2.09

IC

Custom Text

DH 1.99

Treat ent Room 4

DH 2.00

DH 2.00

F-C 1.77 C-H 1.13

DH 2.15

St dio

15

Treat ent Room 5

FP

14

Relax Room / Lobby

Unused Area

13

6

DH 2.09 DH 1.99

F-C 1.51 C-H 1.37

12

11

9

Walk-in Fridge Store

10

DH 2.00

DH 1.96

DH 2.11

7

DH 2.23 Boiler

8

DH 2.01

Window to be reinstated to receive daylight in the basement

Patisserie's Kitchen

Lobbylobby Conference

New structural opening

16

DH 2.25

Male Changing

Female Gent Toilet

16

GYM: (26.8m2) 1 Weight bench 1 Pec Dec 1 Pull up machine 2 Sit up bench 1 Dumbbell bench 2 Treadmill

UP

Family & Accessible Shower /WC

F-C 1.46 C-H 1.44

RELAX ROOM: (16.6m2) 4 Recliner seat

DH

To sub baTo 2.07 Sub-t sem ba en DH 2.

01

DH 2.09

Female Changing

DH 2.06

Store Rooms 00

DH 2.11

DH 2.32

Accessible WC

99

DH 2.

DH 1.

13

DH 2.07

12

DH 2.14

11

DH 2.04

Patisserie

10

1.98

to ground floor DH 2.01

DH 1.71

DH 2.09

Spa Entrance / Reception

Gy

Window to be reinstated to receive daylight in the basement

Patisserie

1 UP 9

to ground floor

8

DH 2.04

19

DH 2.04 DH 2.04

18

ic

DH 2.09

F-C 1.34 C-H 2.02

3

5

4

DH 2.08

Male WCs F-C 1.46 C-H 1.31

17

7

6

F-C 1.34 C-H 2.02

2

F-C 1.46 C-H 1.31

8

Under stairs cupboard

1

DH 2.06

9

F-C 1.34 C-H 2.02

Stairca Ground se to o

7

6

Beer Cellar

DH

ic

F-C 1.34 C-H 2.02

16

9

5

10

PED + MANICURE: (14.4m2) - 2 Pedicure + 2 Manicure

27

UP 13

12

8

4

3

2

1

DH 1.96 IC F-C 1.47 C-H 1.42

DH 2.

DH

14

11

DH 2.18 DH 1.32

DH 2.0 7

2.08 Cloakroom

DH 2.1 0

Bin Store

Hote l Gro und Floo r

15

Stai rs to

DH 2.0 7

13

Fuse boxes

12

Lift Shaft DH 2.00 UP

F-C 1.48 C-H 1.43

DH 1.96

SAUNA ROOM: (13.9m2) - To serve approximately 13 people

14 UP

Laundr store

DH 2.

F-C 1.71 C-H 1.17

DH 2.96

Conference suite ent ance (St eet Level -Osbor e Road)

DH 1.55

Exit to outside

DH 2.97 Blocked

STEAM ROOM: (11.2m2) - To serve approximately 11 people

DH 1.8 3

Fire Exit DH 1.90

KEY: Existing Wall to be demolished to create opening Existing Wall

F-C 0.66 C-H 2.09

ic

Proposed Wall

Fire Exit

Air extraction outlet location Upright seating

Lounger seating x3

Potential air extraction outlet location

Therapy Pool 1.2m deep High pressure waterfall shower

Waterfall

Standing

N

revisions & notes:

A

¦

22.05.19

¦

KC

¦

Revised following from meeting's comments.

B

¦

23.05.19

¦

KC

¦

Laundry room revised.

C

¦

05.09.19

¦

KC

¦

Issue to Queens & M&E

project:

Queens Hotel Remodelling 2 Osborne Road Southsea

drawing name:

Proposed Basement Plan- Proposal 1 Planning Application

status:

5

For Comment

61 South Street, Havant, Hampshire PO9 1BZ t: 023 9248 2494 September 08

f: 023 9248 1152 A

4576/1000/

QUEENS HOTEL

SPA EXTENSION SECTION

[Individual] [ArchiCAD]

Terracotta toprail

1,100

Stainless steel glass balustrade side fixed to the base of the terracotta balustrade.

Terracotta balustrade base

Brick

Bespoke terracotta moulding piece 250

2,607

250

2,607

In-situ concrete downstand beam (To SE's design)

Proposed Roof Terrace: (u-value = <0.09) - 22mm Paving slab, - 5mm bedding mortar, - 65mm sand/cement screed (to slope), - Separation layer, - Bitumen sheet, - 30mm Kingspan GG300 floor insulation, - 50mm Kingspan GG300 floor insulation, - 100mm Kingspan OPTIM-R insulation, - Protection layer, - 500G separation layer, - 200mm In-situ concrete.

250

2,617 Terracotta cladding

Cornice moulding

Proposed External Wall Floor: (u-value = 0.13) Proposed Ground Floor: (u-value = 0.09) - 10mm floor tile, - 5mm bedding mortar, - 65mm sand/cement screed, - 500G polythene separating layer, - 160mm Kingspan K103 floor insulation, - 1200G Damp Proof Membrane, - 150mm In-situ concrete slab, - Sand blinding, - Hardcore.

- 10mm wall tile, - 5mm tile adhesive, - 12mm tile board (cement base), - 190mm Inner blockwork, - 90mm Kingspan K106 insulation, - 10mm Residual cavity, - 100mm Outer blockwork, - 90mm Terracotta block*.

Drainage grille insert Overflow channel to pool specialist's detail

*Unglazed Terrcotta to be coated for protection against water based stains, oil and grease.

Proposed Pool Wall: Service void

- 5mm floor or wall tile, - 25mm render too pool specialist, - 150mm reinforced water proof concrete, - 80mm Celotex GA4000 insulation.

- 1200G Damp Proof Membrane,

Existing foundation, extact depth to be confirmed.

Service void / backfill with concrete.

Foundation to SE's design.

KEY: Where areas highlighted in pink, contractor should exclude it in their works.

The Pool Specialist will construct the hydro pool structure in concrete to BS EN1992-3:2006. The Specialist also allows for finishing the hydro pool with mosaic tiles supplied by the client.

project:

Queens Hotel Remodelling 2 Osborne Road Southsea

drawing name:

Section3 Spa extension

status:

Planning Application

revisions & notes:

N

For Comment

0

100mm @A1

date: scale: drawn:

December 2017 1:20 @A1 SAB

61 South Street, Havant, Hampshire PO9 1BZ t: 023 9248 2494 f: 023 9248 1152 e: design@pwp-architects.com w: www.pwp-architects.com September 08

A

4576/1000/

1:100 @ A1

SB

Project No.

5292

drawing No.

1412

rev

6

QUEENS HOTEL SPA EXTENSION ELEVATION

[Teamwork] [ArchiCAD]

7

QUEENS HOTEL

PROPOSED NEW 5TH FLOOR

[Teamwork]

The new storey will provide 6 new service apartments above the existing hotel

[ArchiCAD]

Ter ace

Ter ace

Living Living

Ensuite Shower

118

117

116

124 125

114

113

112

111

123

115

122

Shower room

121

Dining

120

Double Bedroom

119

Dining

Li

Kitchen

126

110 UP

F

Kitchen

Master Bedroom

Kitchen

Ter ace

Fire Fighting Staircase Dry Riser

Living Flat 1

F

Flat 3 F

Master Bedroom

Bathroom Roof Access Staircase

Dining

Doubl Bedroome

Li

Double Bedrom

Ensuite Shower

Double Bedroom

Master Bedroom

Flat Roof

Light ell

Shower

Flat 5 Flat 6

Ex er al Staircase

F

129

128

127

126

116 96

115 95

125

Emergency exit

124

Kitchen

123

122

121

120 101

97

Ensuite Shower

Dining

100 119

Bathroom

118 99

117 98

Flat 2

114 132 94

Kitchen

Flat 4 Light ell

Roof Access Staircase

131 93

F

Bathroom

130

Ensuite Bathroom

F

Ensuite Shower

Double Bedroom

Kitchen Master Bedroom

Living

Double Bedroom

Master Bedroom

Ensuite Shower

Bathroom

Dining

Living

Master Bedroom

Dining Living

Ter ace Ter ace Ter ace Ter ace

P r o p o s e d 5 t h F l o o r P l a n @ 1 :1 0 0

N

revisions & notes:

-

¦

20.02.18

¦

KC

¦

Issued for Comments

A ¦

20.02.18

¦

KC

¦

Issued for Comments

B ¦

20.02.18

¦

KC

¦

Issued for Comments

C ¦

20.02.18

¦

KC

¦

Issued for Comments

D ¦

11.10.19

¦

LFM ¦

Planning Application

E ¦

04.02.20

¦

KC

Terraces added to the north elevation, flat 5 mansard wall reviesd to 55degree pitch

¦

project:

Queens Hotel Remodelling 2 Osborne Road Southsea

drawing name:

Proposed Fifth Floor Plan Planning Application

status:

0

100mm @A1

date: scale: drawn:

October 2019 1:100 @A1

For Comment

61 South Street, Havant, Hampshire PO9 1BZ t: 023 9248 2494 f: 023 9248 1152 e: design@pwp-architects.com w: www.pwp-architects.com September 08

A

4576/1000/

1:100 @ A1

SB

Project No.

drawing No.

rev

8

QUEENS HOTEL EXISTING SOUTH ELEVATION

[Teamwork] [ArchiCAD]

9

QUEENS HOTEL

EXISTING NORTH ELEVATION

[Teamwork] [ArchiCAD]

10

QUEENS HOTEL PROPOSED SOUTH ELEVATION

[Teamwork] [ArchiCAD]

11

QUEENS HOTEL

PROPOSED NORTH ELEVATION

[Teamwork] [ArchiCAD]

12

QUEENS HOTEL PROPOSED 3D VISUAL

[Individual] [ArchiCAD + Cinerender + Photoshop]

Entrance & Garden

13

QUEENS HOTEL

PROPOSED MANSARD ELEVATION + 3D VISUAL WITH CONTEXT

[Individual] [ArchiCAD]

QUEENS HOTEL PROPOSED OUTDOOR GARDEN PLAN (FOR SUMMER EVENT)

[Individual]

DH 1.98

[ArchiCAD]

DH 2.40

DH 1.99 DH 1.98 Sky

DH 2.40

DH 2.38

DH 1.93

BH 3.78

Hired Container: Prosecco BarBH 3.55 Size: 6m x 2.6 x 2.44m

BH 3.98

BH 3.98

BH 3.98

DH 1.99

DH 2.29

Sky DH 1.98 DH 1.98 DH 1.97

DOWN DH 1.99

Temporary Bar

Disable toilet cabin 3 bay toilet cabin Prosecco Bar size: 6x2.6x2.44m 3 bay toilet cabin Food service size: 6x2.6x2.44m

Temporary Stage

Re ta ine d

La nd

Bo un da ry

McCathy & Stone Site boundary

N

project:

revisions & notes:

Queens Hotel Remodelling 2 Osborne Road Southsea

QUEENS HOTEL

PROPOSED OUTDOOR GARDEN 3D VISUAL

[Individual] [ArchiCAD]

Prosecco bar container

Temporary stage

Food service bar container

Temporary bar

3 -bay toilet cabin (x 2 )

Disable toilet cabin

Retained Garden Layout Perspective N

project:

Queens Hotel Remodelling 2 Osborne Road Southsea

drawing name:

Retained Garden Layout

revisions & notes:

QUEENS HOTEL

PROPOSED CONTAINER DESIGN FOR SUMMER EVENT

[Individual] [ArchiCAD + Cinerender]

Food Bar Container Example This is a design showing the conversion of a standard cargo container into a food catering bar, with the upper half of the front panel functions as a shelter when it is opened. The deep green colour is chosen to reduce the visual impact in the garden setting. The gold painted Q u e e n 's l o g o f o r b r a n d i n g w i t h a r e m o v a b l e s i g n a g e o n top.

Removable signage

Front panel & solar shading

Container in operation

Container closed N

project:

Queens Hotel Remodelling 2 Osborne Road Southsea

drawing name:

Food bar container design example *STATUS*

revisions & notes:

status: date:

December 2017

For Comment

61 South Street, Havant, Hampshire PO9 1BZ t: 023 9248 2494 f: 023 9248 1152 e: design@pwp-architects.com w: www.pwp-architects.com September 08

A

4576/1000/

1:100 @ A1

SB

QUEENS HOTEL

PROPOSED CONTAINER DESIGN FOR SUMMER EVENT

[Individual] [ArchiCAD + Cinerender]

Prosecco Bar Container Example This is a design showing the conversion of a standard cargo container into a bar, with the front panel functions as a deck for the bar when it is opened. The deep green colour is chosen to reduce the visual impact in the garden s e t t i n g . T h e g o l d p a i n t e d Q u e e n 's l o g o f o r b r a n d i n g w i t h a removable signage on top.

Removable signage

Solar shading device

Container in operation

Front panel & Deck

Container closed N

project:

Queens Hotel Remodelling 2 Osborne Road Southsea

drawing name:

Prosecco bar container design example *STATUS*

revisions & notes:

status:

0

100mm @A3

date: scale:

December 2017 1:1.90, 1:1.09

For Comment

61 South Street, Havant, Hampshire PO9 1BZ t: 023 9248 2494 f: 023 9248 1152 e: design@pwp-architects.com w: www.pwp-architects.com September 08

A

4576/1000/

1:100 @ A1

SB

Project

drawing

rev

QUEENS HOTEL

PROPOSED SIDE ENTRANCE CANOPY DESIGN

[Individual] [ArchiCAD]

40

40

268

512

137

192

40

86

Alter ative Ent ance Foyer for both Guests and Residents S e c t i o n @ 1 :2 0

P r i m a r y R i n g P r o f i l e S e c t i o n @ 1 :5

1,680mm

511mm

651mm

66

A

A 1,709mm

1,709mm

CL 3,418mm

R1=1 ,062m m

R1 Radius 2231mm

Primary canopy ring

Roof glazing mm 77 =7 R2

2,005mm

R2 Radius 1121mm

1,444mm

Secondary ring

42mm

E l e v a t i o n @ 1 :2 0

N

871mm

Lead flashing R3=1 ,153m m

256mm

225mm

683mm

730mm

90mm

R3 Radius 1768mm

515mm

P l a n @ 1 :2 0 project:

revisions & notes:

drawing

Queens Hotel Remodelling 2 Osborne Road Southsea

QUEENS HOTEL

PROPOSED SIDE ENTRANCE CANOPY DESIGNS

[Individual] [ArchiCAD]

200

317

58

18

123

22

41

20

S e c t i o n @ 1 :2 0

56

924mm

19

317mm

P r o f i l e S e c t i o n @ 1 :2

606mm

3,457mm 2,281mm

588mm

2,197mm

83mm

588

6917

E l e v a t i o n @ 1 :2 0

N

P l a n @ 1 :2 0 project:

Queens Hotel Remodelling 2 Osborne Road Southsea

drawing name:

Details of Entrance Canopy B

revisions & notes:

For Comment

61 South Street, Havant, Hampshire PO9 1BZ

QUEENS HOTEL

PROPOSED SIDE ENTRANCE CANOPY DESIGNS

ENS HOTEL Reopened

Osborne Road Entrance

[Individual]

QUEENS HOTEL

PROPOSED 3D VISUAL AT THE SIDE ENTRANCE

[Individual] [ArchiCAD + Cinerender + Photoshop]

QUEENS HOTEL

PROPOSED NIGHT 3D VISUAL AT THE SIDE ENTRANCES

[Individual] [ArchiCAD + Cinerender + Photoshop]

MIDDLE PARK WAY HAVANT, HAMPSHIRE

[Individual] [ArchiCAD + Cinerender + Photoshop ]

CLIENT : PRIVATE CLIENT APPOINTMENT : 2017 STAGE: PLANNING Project brief : Demolition of 8no. existing garages and construction of a 2 storey dwelling to provide 4no. 1 bed flat located at the corner of a service road in Leigh Park, Havnt.

24

DESIGN STRATEGY 1

[Individual] [ArchiCAD]

With Defensible Space

Recessed space for flat entrances.

Ground floor window is protected by defensible space.

Vegetation within the barrier.

Brick wall barrier to create defensible zone.

Without Defensible Space

High level ground floor window to prevent stranger from over looking, increase privacy for ground floor occupants.

1800mm

MIDDLE PARK WAY

revisions & notes:

-

¦

27/11/17

¦

KC

¦

project:

Ahmed Ali Garage Conversion Middle Park Way Havant

drawing name:

Design strategy 1

Issued for comment

25 For Comment

61 South Street, Havant, Hampshire PO9 1BZ

MIDDLE PARK WAY

DESIGN STRATEGY 2

[Individual] [ArchiCAD]

E x i s t i n g g a r a g e (corner of the site)

P r o p o s e d P l a n (Filleted building corner) Fence line Unpaved

Refuse Vehicle

Service Road Bollard to protect the building being damaged by vehicle turning.

The Co-operative

line

(C o n c r e t e S u r f a c e )

Fence

Area to be cleared of debris and rubbish.

Ground to be leveled and block paved.

ing re rn atu u T rv cu

17

16

15

14

13

12

9

11

8

7

10

6

5

4

3

2

1

Refuse Vehicle

Building corner filleted to create buffer zone to prevent hazard from large vehicle turning.

revisions & notes:

-

¦

27/11/17

¦

KC

¦

The Best-one

Proposed pavement extension

Service Road

Fence line

KEY:

The photo is showing the damages caused by vehicle bashing to the corner of the exisitng garage from vehicle turning.

N

Footprint of the proposed building.

project:

Ahmed Ali Garage Conversion Middle Park Way Havant

drawing name:

Design strategy 2

status:

PRELIMINARY

Issued for comment

For Comment

0

100mm @A2

N o t e : A l l d i m e n s i o n s t o b e c h e c k e d o n s i t e b y t h e c o n t r a c t o r b e f o r e f a b r i c a t i o n a n d e r e c t i o n . F i g u r e d d i m e n s i o n s t o b e t a k e n i n p r e f e r e n c e t o s c a l e d d i m e n s i o n s . T h i s d r a w i n g i s t h e c o p y r i g h t o f t h e a r c h i t e c t s a n d m u s t n o t b e r e p r o d u c e d o r u s e d w i t h o u t t h e i r e x p r e s s c o n s e n t , e x c e p t f o r t h e p u r p o s e s o f a p l a n n i n g a p p l i c a t i o n . E l e c t r o n i c i s s u e o f t h i s d r a w i n g t o b e c o n f i r m e d b y p a p e r h a r d c o p y o n l y.

date: scale: drawn:

November 2017 1:5.24, 1:100 KC

61 South Street, Havant, Hampshire PO9 1BZ t: 023 9248 2494 f: 023 9248 1152 e: design@pwp-architects.com w: www.pwp-architects.com September 08

A

4576/1000/

1:100 @ A1

SB

Project No.

5493

drawing No.

1001

rev

*

26

MIDDLE PARK WAY

DESIGN STRATEGY 3

[Individual] [ArchiCAD]

Recessed entrance & Proposed pavement extension (O c c u p a n t s s a f e t y f r o m v e h i c l e ) Existing Pavement

The Co-operative

The Best-one

Ladbrokes

Service Road

Unpaved

The Co-operative

17 16 15 14 13 12 11 10 9 8 7 6

The proposed pavement will provide a safe access path for the occupants to enter the building, as well as discourage vehicle from parking and driving near the entrance.

5 4 3

Fence line

2

KEY:

1

Bollard Existing Pavement

Proposed pavement extension Entry / Exit to flat(s)

Recessed entrance - Safe zone for entering or exiting, and function as a defensible space.

(C o n c r e t e S u r f a c e )

Service Road

Unpaved

Area to be cleared of debris and rubbish.

Ground to be leveled and block paved.

Road - Danger from moving vehicle.

Proposed pavement extension - Separation between the service road and the building entrance.

Fence

Fence line

line

revisions & notes:

-

¦

27/11/17

¦

KC

¦

project:

Ahmed Ali Garage Conversion Middle Park Way Havant

drawing name:

Design strategy 3

status:

PRELIMINARY

Issued for comment

Fence line

N

For Comment

0

100mm @A2

date: scale:

November 2017 1:100, 1:2.55

61 South Street, Havant, Hampshire PO9 1BZ t: 023 9248 2494 f: 023 9248 1152 e: design@pwp-architects.com w: www.pwp-architects.com September 08

A

4576/1000/

1:100 @ A1

SB

Project

drawing

rev

27

HIGH PEAK CARE HOME PROPOSED GORUND FLOOR PLAN

[Individual]

SOUTHAMPTON, HAMPSHIRE

[ArchiCAD]

CLIENT : PRIVATE CLIENT APPOINTMENT : RETAIN POSITION 2018 OF EXISTING BRICK WALL WORK STAGE: BUILDING REG & TENDER FORMING RAISED BED Project brief : Demolition of existing residential property at High Peak TIMBER BIN ENCLOSURE

and construction of 2.5 storey nursing home comprising 40 bedrooms with associated car parking, landscaping and refuse storage.

D WD - 016

1,135 1,275

C WD - 015

1,135 1,275

B WD - 014

910 1,275

A

E

F

G

H

WD - 021

I

J

1

K 1

WD - 019

WD - 020

1,241 2,075

1,241 2,075

1,135 1,275

WD - 018

1,241 2,075

2

WD - 017

1,241 2,075

1,135 2,075

WD - 022

ED-001 WHD 1,810x2,250

2

BIKE STORAGE

ID-001 WHD 922x2,023 FR n/a

ID-027 WHD 1,456x2,023 FR FD30S

Reception

Bedroom 01

Communal Louge / Dining Room A: 105.50 m2

1,135 1,275

Plant 02 A: 1.46 m2

ID-026 WHD 1,456x2,023 FR FD30S

Assist Bathroom 01 A: 8.62 m2

WD - 024

A: 12.52 m2 650 1,275

ID-029 WHD 922x2,023 FR FD30S 800

WD - 013

A: 34.72

m2

A: 15.20 m2 ID-028 WHD 922x2,023 FR FD30S

ID-002 WHD 922x2,023 FR FD30S

Kitchen

1,135 1,275

ENSUITE

3

WD - 023

3

ID-003 WHD 922x2,023 FR FD30S

ID-025 WHD 922x2,023 FR FD30S

1,135 1,275

Disable Toilet

ID-023 WHD 922x2,023 FR FD30S

ID-022 WHD 922x2,023 FR FD30S

ID-024 WHD 922x2,023 FR FD30S

RECYCLING BIN

ID-033 WHD 1,760x2,023 FR FD30S

RECYCLING BIN

Plant 01

Laundry

A: 7.96 m2

A: 7.62 m2

ID-032 WHD 1,760x2,023 FR FD30S

ID-015 WHD 922x2,023 FR FD30S

ID-017 WHD 1,760x2,023 FR FD30S

1,135 1,275

ID-014 WHD 1,456x1,173 FR FD30S

ID-018 WHD 1,456x2,023 FR FD30S

ID-006 WHD 922x2,023 FR n/a

5

Bedroom 03 A: 12.98 m2 9 8

11

6

1,135 1,275

Staircase 01

14 15 16

2

WD - 012

1

1,135 1,275

ENSUITE

1

ID-013 WHD 922x2,023 FR FD30S

ED-002 WHD 1,135x2,565

Staircase 02 ED-005 WHD 1,135x2,110

6 ED-006 WHD 1,810x2,100

1,135 1,275

625 1,275

WD - 008

7

WD - 011

WD - 010

ID-008 WHD 922x2,023 FR FD30S

WD - 003

13

3

2

Bedroom 04 A: 13.48 m2

Bedroom 06

Bedroom 05

A: 13.37 m2

A: 13.37 m2

6 WD - 004 1,135 1,275

WD - 005

11 12

4

3

650 1,275

10

5

ID-009 WHD 922x2,023 FR FD30S

A: 38.19 m2

6

16

ID-016 WHD 922x2,023 FR FD30S

4

15

7

ID-007 WHD 922x2,023 FR n/a

14

ID-019 WHD 922x2,023 FR FD30S

5

Lounge / Conservatory

8

ID-012 WHD 922x2,023 FR FD30S

9

13

A: 26.05 m2

12

ID-020 WHD 922x2,023 FR FD30S

7

Quiet lounge

62.50

ID-005 WHD 922x2,023 FR FD30S

Circulation 01

432.73 m2

5

ENSUITE

10

62.76

ID-021 WHD 922x2,023 FR FD30S

4

A: 13.49 m2

ID-004 WHD 922x2,023 FR n/a

WD - 002

ED-007 WHD 1,135x2,110

63.18

Wheelchair ID-030 turning WHD 922x2,023 FR FD30S

ID-031 WHD 922x2,023 FR FD30S

Circulation 02

Bedroom 02

1500mm Diameter

4

WD - 001

SVP

7

1,135 1,275

ID-011 WHD 922x2,023 FR n/a

ID-010 WHD 922x2,023 FR n/a

A

B

C

D

625 745

8 625 745

8

62.50

WD - 007

WD - 006

E F

G

H

I

J

K

62.46

N

project:

revisions & notes:

R. Kitchen Care Home Development High Peak Rownhams Lane, Rownhams

28

HIGH PEAK CARE HOME PROPOSED FIRST FLOOR PLAN

[Individual] [ArchiCAD]

WD - 121

D

E

1,135 1,275

G

SERVICE CORE

1,135 1,275

ID-128 WHD 922x2,023 FR FD30S

WD - 122

WD - 123

1,135 1,275

A: 13.64 m2

J

K 1

WD - 127

2 Bedroom 07

ID-100 WHD 922x2,023 FR n/a

ID-143 WHD 922x2,023 FR n/a

A: 12.52 m2

ENSUITE

ID-127 WHD 734x2,023 FR FD30

1,135 1,275

3

WD - 128

3

Bedroom 20

1,135 1,275

1,135 1,275

ID-131 WHD 922x2,023 FR n/a

ID-129 WHD 922x2,023 FR n/a

WD - 117

A: 13.03 m2

2

ENSUITE

ENSUITE

I WD - 126

625 745

WD - 124

Bedroom 19

H

WD - 125

1,135 1,275

F 1

1,135 1,275

WD - 120

625 745

C

WD - 119

625 745

B WD - 118

910 1,275

A

Bedroom 23 A: 13.95 m2

A: 13.93 m2

WD - 129

A: 14.07 m2 ID-142 WHD 922x2,023 FR FD30S

1500mm Diameter Wheelchair turning

ID-124 WHD 922x2,023 FR FD30S

1,135 1,275

3.60 m2

ID-132 WHD 922x2,023 FR FD30S

ID-139 WHD 922x2,023 FR FD30S

ENSUITE

ENSUITE

ID-135 WHD 922x2,023 FR FD30S

ID-123 WHD 922x2,023 FR n/a

1500mm Diameter Wheelchair turning

ID-137 WHD 922x2,023 FR n/a

ID-136 WHD 922x2,023 FR FD30S

ID-144 WHD 922x2,023 FR FD30S

Circulation 4

ID-103 WHD 922x2,023 FR n/a

Circulation 3

ID-116 WHD 922x2,023 FR FD30S

ENSUITE

A: 12.96 m2 24 23

12

ID-113 WHD 922x2,023 FR n/a

27 11

ID-115 WHD 922x2,023 FR n/a

22

19

23

18

10 11 12 13

21

15

20

16

19

Bedroom 14

Bedroom 13

A: 13.88 m2

A: 14.35 m2

ID-118 WHD 1,304x2,023 FR n/a

600 600 1,275 1,275

ID-112 WHD 922x2,023 FR FD30S

WD - 109

WD - 105

900 1,275

WD - 111

Bedroom 11

A: 13.37 m2

A: 13.37 m2

6 1,135 1,275

SVP

ID-110 WHD 922x2,023 FR n/a

7

ID-109 WHD 922x2,023 FR n/a

ENSUITE

B

C

D

revisions & notes:

8

E F

N

ID-108 WHD 922x2,023 FR FD30S

Bedroom 12

1,135 1,275

500 750

A

ID-107 WHD 922x2,023 FR n/a

ID-111 WHD 922x2,023 FR FD30S

WD - 112

8

1,135 1,275

WD - 103

SERVICE RISER

7

Bedroom 10 A: 13.48 m2

600 1,275

600 1,500

WD - 107

WD - 108

WD - 110

Staircase 02

600 1,500

ENSUITE ID-119 WHD 922x2,023 FR n/a

ENSUITE

Staircase 01

WD - 106

6

Lift core internal 2450 x1700mm

650 1,275

14 ID-117 WHD 922x2,023 FR FD30S

ID-106 WHD 922x2,023 FR n/a

22

18

1,135 1,275

16

20

24 7

15

ID-120 WHD 922x2,023 FR FD30S

A: 13.02 m2

21

8

14

Bedroom 15

9

13

ID-121 WHD 922x2,023 FR FD30S

A: 13.02 m2

Bedroom 09

ENSUITE 25

ENSUITE

Bedroom 16

5

26

1,135 1,275

ID-105 WHD 922x2,023 FR n/a

ID-114 WHD 922x2,023 FR FD30S

ID-122 WHD 922x2,023 FR n/a

WD - 114

1,135 1,275

ENSUITE NURSE'S STATION

WD - 113

A: 13.49 m2

ID-104 WHD 922x2,023 FR FD30S

5

G

H

I

J

project:

R. Kitchen Care Home Development High Peak Rownhams Lane, Rownhams

drawing name:

Proposed First Floor Plan Building Regulation

WIP - For comment

status:

0

4

Bedroom 08

ENSUITE

ID-138 WHD 922x2,023 FR FD30S

ID-133 WHD 922x2,023 FR FD30S

Circulation 5

1,135 1,275

WD - 102

A: 13.02 m2 WD - 115

ENSUITE ID-134 WHD 922x2,023 FR n/a

ID-102 WHD 922x2,023 FR FD30S

WD - 104

Bedroom 17

CPD

ID-125 WHD 922x2,023 FR FD30S

A: 12.71 m2

4

A: 10.28 m2

SERVICE RISER

Bedroom 18

Assisted Bathroom 02

A: 9.87 m2

ID-141 WHD 1,304x2,023 FR FD30S

Assisted Bathroom 03

ID-140 WHD 1,304x2,023 FR FD30S

ID-126 WHD 922x2,023 FR n/a

800

WD - 116

ENSUITE 1,135 1,275

ID-101 WHD 922x2,023 FR FD30S

WD - 100

Bedroom 22

WD - 101

Bedroom 21

650 1,275

ID-130 WHD 922x2,023 FR FD30S

100mm @A1

N o t e : A l l d i m e n s i o n s t o b e c h e c k e d o n s i t e b y t h e c o n t r a c t o r b e f o r e f a b r i c a t i o n a n d e r e c t i o n . F i g u r e d d i m e n s i o n s t o b e t a k e n i n p r e f e r e n c e t o s c a l e d d i m e n s i o n s . T h i s d r a w i n g i s t h e c o p y r i g h t o f t h e a r c h i t e c t s a n d m u s t n o t b e r e p r o d u c e d o r u s e d w i t h o u t t h e i r e x p r e s s c o n s e n t , e x c e p t f o r t h e p u r p o s e s o f a p l a n n i n g a p p l i c a t i o n . E l e c t r o n i c i s s u e o f t h i s d r a w i n g t o b e c o n f i r m e d b y p a p e r h a r d c o p y o n l y.

date: scale: drawn:

May 2018 1:50 KC

K

For Comment

61 South Street, Havant, Hampshire PO9 1BZ t: 023 9248 2494 f: 023 9248 1152 e: design@pwp-architects.com w: www.pwp-architects.com September 08

A

4576/1000/

1:100 @ A1

SB

Project No.

4670

drawing No.

1221

rev

WIP

29

HIGH PEAK CARE HOME PROPOSED SECOND FLOOR PLAN

[Individual] [ArchiCAD]

WD - 219

D

E

1,135 1,275

625 745

ID-228 WHD 922x2,023 FR FD30S

WD - 220

WD - 221

ID-227 WHD 734x2,023 FR FD30S

Bedroom 39

A: 12.68 m2

A: 12.68 m2

ID-242 WHD 922x2,023 FR FD30S

CPD

ID-224 WHD 922x2,023 FR FD30S

ID-237 WHD 922x2,023 FR n/a

ID-234 WHD 922x2,023 FR n/a

1,135 1,275

Circulation 7 ID-233 WHD 922x2,023 FR FD30S

Circulation 8

400.43 m2

1,135 1,275

ENSUITE

ID-204 WHD 922x2,023 FR FD30S

ID-216 WHD 922x2,023 FR FD30S

NURSE'S STATION

ID-214 WHD 922x2,023 FR FD30S

ID-222 WHD 922x2,023 FR n/a

A: 12.87 m2 25

ID-213 WHD 922x2,023 FR n/a

24 23

28

ID-215 WHD 922x2,023 FR n/a

ENSUITE

22

24

19

23

18 WD - 205

29 30 32

20

33

19

Bedroom 31

Bedroom 30

A: 14.17 m2

A: 14.62 m2

6

SE R RV IS IC ER E

ID-219 WHD 922x2,023 FR n/a

ID-218 WHD 694x2,023 FR FD30S

ENSUITE

7

600 600 1,275 1,275

WD - 206

WD - 207

600 1,500

900 1,275

WD - 209

Staircase 02 ESCAPE STAIR

1,135 1,275

Bedroom 27

ID-207 WHD 922x2,023 FR FD30S

ID-211 WHD 922x2,023 FR FD30S

A: 13.35 m2

ID-208 WHD 922x2,023 FR FD30S

6

WD - 208

600 1,500

ID-217 WHD 922x2,023 FR FD30S

ENSUITE

ID-212 WHD 922x2,023 FR FD30S

18 1,135 1,275

Lift core internal 2450 x1700mm

Staircase 01

600 1,275

31

21

ID-206 WHD 922x2,023 FR n/a

33

28

22

32

27

ID-220 WHD 922x2,023 FR FD30S

A: 12.65 m2

20

31

Bedroom 32

21

25

30

A: 12.63 m2

26

29

ID-221 WHD 922x2,023 FR FD30S

Bedroom 33

Bedroom 26

27

1,135 1,275

ID-205 WHD 922x2,023 FR n/a

ENSUITE

ENSUITE

5

26

WD - 212

1,135 1,275

ENSUITE

5

WD - 211

4

ID-203 WHD 922x2,023 FR n/a

ID-240 WHD 694x2,023 FR FD30S

Circulation 6

ID-239 WHD 922x2,023 FR n/a ID-238 WHD 922x2,023 FR FD30S

A: 13.42 m2

WD - 202

WD - 214

ID-223 WHD 922x2,023 FR n/a

ASSISTED BATHROOM 9.40 m2

ID-236 WHD 922x2,023 FR FD30S

ID-244 WHD 922x2,023 FR FD30S

ID-235 WHD 922x2,023 FR FD30S

ID-232 WHD 922x2,023 FR FD30S

1500mm Diameter Wheelchair turning

ENSUITE

3.57 m2

SERVICE RISER

ASSISTED BATHROOM 10.13 m2

Bedroom 34 A: 12.65 m2

1500mm Diameter Wheelchair turning

Bedroom 25

ID-202 WHD 922x2,023 FR FD30S

ID-241 WHD 1,378x2,023 FR FD30S

ID-225 WHD 922x2,023 FR FD30S

A: 12.12 m2

WD - 213

ID-201 WHD 922x2,023 FR FD30S

WD - 200

Bedroom 38

ID-226 WHD 922x2,023 FR n/a

4

3

ENSUITE

ENSUITE

Bedroom 35

A: 12.10 m2

ID-231 WHD 922x2,023 FR n/a ID-230 WHD 922x2,023 FR FD30S

1,135 1,275

1

Bedroom 24

ID-200 WHD 922x2,023 FR n/a

ID-243 WHD 922x2,023 FR n/a

A: 13.16 m2

K

2

ENSUITE

ENSUITE

Bedroom 40

3 SERVICE CORE

J WD - 224

WD - 201

1,135 1,275

1,135 1,275

A: 12.02

ID-229 WHD 922x2,023 FR n/a ENSUITE

I WD - 223

m2

1,135 1,275

WD - 215

A: 13.98 m2

H

WD - 222

Bedroom 37

Bedroom 36

2

G

1,135 1,275

F 1

1,135 1,275

WD - 218

625 595

C

WD - 217

625 595

B WD - 216

625 595

A

7

WD - 210

Bedroom 29

ENSUITE

B

C

D

E F

N

revisions & notes:

8

G

WD - 204

910 895

A

H

WD - 203

I

project:

R. Kitchen Care Home Development High Peak Rownhams Lane, Rownhams

drawing name:

Proposed Second Floor Plan Building Regulation

WIP - For comment

status:

0

A: 12.16 m2

ENSUITE

910 895

8

Bedroom 28

ID-209 WHD 922x2,023 FR n/a

ID-210 WHD 922x2,023 FR n/a

A: 12.15 m2

100mm @A1

N o t e : A l l d i m e n s i o n s t o b e c h e c k e d o n s i t e b y t h e c o n t r a c t o r b e f o r e f a b r i c a t i o n a n d e r e c t i o n . F i g u r e d d i m e n s i o n s t o b e t a k e n i n p r e f e r e n c e t o s c a l e d d i m e n s i o n s . T h i s d r a w i n g i s t h e c o p y r i g h t o f t h e a r c h i t e c t s a n d m u s t n o t b e r e p r o d u c e d o r u s e d w i t h o u t t h e i r e x p r e s s c o n s e n t , e x c e p t f o r t h e p u r p o s e s o f a p l a n n i n g a p p l i c a t i o n . E l e c t r o n i c i s s u e o f t h i s d r a w i n g t o b e c o n f i r m e d b y p a p e r h a r d c o p y o n l y.

date: scale: drawn:

May 2018 1:50, 1:100 KC

J

K

For Comment

61 South Street, Havant, Hampshire PO9 1BZ t: 023 9248 2494 f: 023 9248 1152 e: design@pwp-architects.com w: www.pwp-architects.com September 08

A

4576/1000/

1:100 @ A1

SB

Project No.

4670

drawing No.

1222

rev

WIP

30

HIGH PEAK CARE HOME PROPOSED ROOF PLAN

[Individual] [ArchiCAD]

A

B

C

D

E

F

G

H

I

J

K

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A

B

C

D

E F

N

revisions & notes:

G

H

I

J

project:

R. Kitchen Care Home Development High Peak Rownhams Lane, Rownhams

drawing name:

Proposed Roof Plan

status:

Building Regulation

WIP - For comment

K

For Comment

0

100mm @A1

N o t e : A l l d i m e n s i o n s t o b e c h e c k e d o n s i t e b y t h e c o n t r a c t o r b e f o r e f a b r i c a t i o n a n d e r e c t i o n . F i g u r e d d i m e n s i o n s t o b e t a k e n i n p r e f e r e n c e t o s c a l e d d i m e n s i o n s . T h i s d r a w i n g i s t h e c o p y r i g h t o f t h e a r c h i t e c t s a n d m u s t n o t b e r e p r o d u c e d o r u s e d w i t h o u t t h e i r e x p r e s s c o n s e n t , e x c e p t f o r t h e p u r p o s e s o f a p l a n n i n g a p p l i c a t i o n . E l e c t r o n i c i s s u e o f t h i s d r a w i n g t o b e c o n f i r m e d b y p a p e r h a r d c o p y o n l y.

date: scale: drawn:

May 2018 1:50 KC

61 South Street, Havant, Hampshire PO9 1BZ t: 023 9248 2494 f: 023 9248 1152 e: design@pwp-architects.com w: www.pwp-architects.com September 08

A

4576/1000/

1:100 @ A1

SB

Project No.

4670

drawing No.

1223

rev

WIP

31

HIGH PEAK CARE HOME PROPOSED ELEVATIONS

[Individual] [ArchiCAD]

8

7

6

5

4

3

2

1

K

J

I

H

G

F

E

D

C

B

A

RL - 002

WD - 221 WD - 201

WD - 202

WD - 200

WD - 224

WD - 220

WD - 222

WD - 219

WD - 223

WD - 104

WD - 101

WD - 128

WD - 102

WD - 005

7

5

2

WD - 119

WD - 121

WD - 021

WD - 015

WD - 014

ED-001

3

3

WD - 122

WD - 016 WD - 022

2

1

K

EAST ELEVATION

1

WD - 123

WD - 024

4

1300

WD - 120

WD - 216

WD - 118

WD - 125

WD - 023 WD - 001

6

WD - 217

SW - 006 WD - 126

WD - 129

WD - 002 WD - 003

8

WD - 127

WD - 100

WD - 218

1:100

4

5

6

7

WD - 020

J

I

H

G

1300

8

WD - 019

WD - 018

WD - 017

F

E

D

C

B

A

NORTH ELEVATION

A

B

C

D

E

1:100

F

G

H

I

J

K

RL - 001

WD - 215

WD - 214

WD - 213

WD - 212

WD - 211 WD - 210

WD - 117

WD - 116

WD - 115

WD - 114

WD - 113

WD - 105

WD - 208

WD - 205

WD - 109

SW - 011

WD - 204

WD - 203

WD - 111 WD - 112 WD - 103

ED-002 SW - 006

WD - 013

WD - 012

WD - 008

SW - 021

ED-006

WD - 010 WD - 007

WD - 006 WD - 004

1

1300

2

3

4

5

6

7

WEST ELEVATION

N

8

A

1:100

revisions & notes:

1300

B

C

D

E

F

G

H

I

J

K

SOUTH ELEVATION

A - 30.06.2017 - Issued to WYG for comment B - 11.07.2017 - Issued to WYG following changes C - 21.07.2017 - Issued to WYG following changes D - 08.08.2017 - Issued to WYG E - 07.12.2017 - Amendments following pre-application F - 14.12.2017 - Amendments to dormer windows & landscape changes G - 20.12.2017 - Material Amendment H - 01.02.2018 - Kitchen & Laundry extract added

1:100

project:

R. Kitchen Care Home Development High Peak Rownhams Lane, Rownhams

drawing name:

Proposed Elevations

status:

Building Regulation

For Comment

0

100mm @A1

N o t e : A l l d i m e n s i o n s t o b e c h e c k e d o n s i t e b y t h e c o n t r a c t o r b e f o r e f a b r i c a t i o n a n d e r e c t i o n . F i g u r e d d i m e n s i o n s t o b e t a k e n i n p r e f e r e n c e t o s c a l e d d i m e n s i o n s . T h i s d r a w i n g i s t h e c o p y r i g h t o f t h e a r c h i t e c t s a n d m u s t n o t b e r e p r o d u c e d o r u s e d w i t h o u t t h e i r e x p r e s s c o n s e n t , e x c e p t f o r t h e p u r p o s e s o f a p l a n n i n g a p p l i c a t i o n . E l e c t r o n i c i s s u e o f t h i s d r a w i n g t o b e c o n f i r m e d b y p a p e r h a r d c o p y o n l y.

date: scale: drawn:

May 2018 1:100 KC

61 South Street, Havant, Hampshire PO9 1BZ t: 023 9248 2494 f: 023 9248 1152 e: design@pwp-architects.com w: www.pwp-architects.com September 08

A

4576/1000/

1:100 @ A1

SB

Project No.

4670

drawing No.

1300

rev

WIP

32

HIGH PEAK CARE HOME PROPOSED SECTIONS

[Individual] [ArchiCAD]

8

7

6

5

4

3

2

1

EPDM flat roof with 190mm insulation over rafters. (u-value = 0.18)

Kitchen extraction system. +72,159

Pitched slate roof with 210mm insulation over and in-between rafters. (u-value = 0.18)

Escape Staircase 02

Bedroom 37

Assisted Bathroom 05

2,250

2,400

2nd Floor Corridor

15

8

+71,929

Facing brick and blockwork wall with insulated cavity. (u-value = 0.26)

White rendered wall on timber frame system with insulation. (u-value = 0.26) *TBC by structure engineer

490

+68,705 32 640

231

31 30 29

Rainwater down pipe

+67,441

27

Bedroom 20

Assisted Bathroom 03

1st Floor Corridor

28

Hollow-core floor slab with resilient layer and screed on top, underdrawn with MF concealed suspened ceiling.

26 2,250

2,659

24

2,400

25 23 22 21 20

Hollow-core floor slab with resilient layer, underdrawn with Quick-Lock Grid lay-in ceiling.

19 18 17

490

+65,815

640

In-situ concrete staircase

16 231

15 14 13

Communal Lounge / Dinning Room

12 +64,551

11

Bulkhead for service pipes.

10 9

Storage

7 6

Beam and block floor construction. *Foundation TBC by structure engineer.

2,400

2,250

2,659

8

5 4 3

Telescopic underfloor void ventilator.

+62,925

2 1

S-11

Building Section

8

7

6

5

1:50

4

3

2

1

EPDM flat roof with 190mm insulation over rafters. (u-value = 0.18) +71,505

2nd Floor Corridor

Escape staircase 01

Pitched slate roof with 210mm insulation over and in-between rafters. (u-value = 0.18)

Assisted Bathroom 04 Bedroom 40

Bedroom 29

+68,705 32 31 30

Bedroom 29

1st Floor Corridor 29

Assisted Bathroom 02

Bedroom 23

Facing brick and blockwork wall with insulated cavity. (u-value = 0.26)

28 27

Concrete hollow slab floor with resilient layer and screed on top, underdrawn with MF concealed suspened ceiling.

+67,260

26 25 24 23 22 21

In-situ concrete staircase.

20 19 +65,815

18 17 16 15 14

Bedroom 06

Corridor 13

Assisted Bathroom 01

Plant (E)

Reception

12 +64,551

11

Beam and block floor construction. *Foundation TBC by structure engineer.

Concrete hollow floor slab with resilient layer, underdrawn with Quick-Lock Grid layin ceiling.

10 9 8 7

Storage

6 5

Telescopic underfloor void ventilator.

4 3 +62,925

2 1

S-06

N

Building Section

1:50

project:

R. Kitchen Care Home Development High Peak Rownhams Lane, Rownhams

drawing name:

Proposed Sections 1

revisions & notes:

33

HIGH PEAK CARE HOME EXAMPLE OF DOOR SCHEDULE

[Individual] [ArchiCAD]

ID-016 Ground Floor

Quantity

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

Front View

2,023

ID-015 Ground Floor

2,023

ID-014 Ground Floor

1,173

ID-013 Ground Floor

2,023

ID-012 Ground Floor

2,023

ID-011 Ground Floor

2,023

ID-010 Ground Floor

2,023

ID-009 Ground Floor

2,023

ID-008 Ground Floor

2,023

ID-007 Ground Floor

2,023

ID-006 Ground Floor

2,023

ID-005 Ground Floor

2,023

ID-004 Ground Floor

2,023

ID-003 Ground Floor

2,023

ID-002 Ground Floor

2,023

ID-001 Ground Floor

2,023

ID Home Story

1,456 922

922

922

922

922

922

922

922

922

922

922

922

922

922

922

Leaf Dimension

838×1,981

838×1,981

838×1,981

838×1,981

838×1,981

838×1,981

838×1,981

838×1,981

838×1,981

838×1,981

838×1,981

838×1,981

838×1,981

1,372×1,131

838×1,981

838×1,981

Wallhole Dimensi...

922×2,023

922×2,023

922×2,023

922×2,023

922×2,023

922×2,023

922×2,023

922×2,023

922×2,023

922×2,023

922×2,023

922×2,023

922×2,023

1,456×1,173

922×2,023

922×2,023

922

922

922

922

922

922

922

922

922

922

922

922

922

922

922

44

44

44

44

44

44

44

44

44

44

44

44

44

44

44

44

Fire Rating

n/a

FD30S

FD30S

n/a

FD30S

n/a

n/a

FD30S

FD30S

n/a

n/a

FD30S

FD30S

FD30S

FD30S

FD30S

Wall Thickness

0.12

0.22

0.22

0.12

0.22

0.12

0.12

0.22

0.22

0.12

0.12

0.22

0.22

0.22

0.22

0.22

Fire Door, Keep Shut

Store, Keep Locked Shut

Dining Room

Fire Door, Keep Shut

2D Plan

Leaf Thickness

Signage

1

2

3

4

1,456

5

6

Door Closer Hold Open Device NBS Clause

L20

L20

L20

L20

L20

L20

L20

L20

L20

L20

L20

L20

L20

L20

L20

L20

Finish

Ash Veneer

Ash Veneer

Ash Veneer

Ash Veneer

Ash Veneer

Ash Veneer

Ash Veneer

Ash Veneer

Ash Veneer

Ash Veneer

Ash Veneer

Ash Veneer

Painted finish

Painted finish

Painted finish

Painted finish

No Lock

Sashlock - masterkey 1

No Lock

No Lock

No Lock

No Lock

Sashlock - masterkey 1

No Lock

Sashlock - masterkey 2

No Lock

No Lock

Lever Handle (SS)

Lever Handle (SS)

Lever Handle (SS)

Lever Handle (SS)

Lever Handle (SS)

Lever Handle (SS)

Lever Handle (SS)

Push Plate and Pull Handle

Lever Handle (SS)

Lockset

No Lock

Handle

Lever Handle (SS)

Sashlock - masterkey 1 Sashlock - masterkey 1 Lever Handle (SS)

Lever Handle (SS)

Sashlock - masterkey 1 Sashlock - masterkey 1 Lever Handle (SS)

Lever Handle (SS)

Push Plate and Pull Handle Push Plate and Pull Handle

ID-030 Ground Floor

Quantity

1

1

1

1

1

1

1

1

1

1

1

1

1

1

Front View

1,760

1,456

922

922

922

922

922

922

922

1,456

1,456

922

2,023

ID-029 Ground Floor

2,023

ID-028 Ground Floor

2,023

ID-027 Ground Floor

2,023

ID-026 Ground Floor

2,023

ID-025 Ground Floor

2,023

ID-024 Ground Floor

2,023

ID-023 Ground Floor

2,023

ID-022 Ground Floor

2,023

ID-021 Ground Floor

2,023

ID-020 Ground Floor

2,023

ID-019 Ground Floor

2,023

ID-018 Ground Floor

2,023

ID-017 Ground Floor

2,023

ID Home Story

922

922

Leaf Dimension

1,676×1,981

1,372×1,981

838×1,981

838×1,981

838×1,981

838×1,981

838×1,981

838×1,981

838×1,981

1,372×1,981

1,372×1,981

838×1,981

838×1,981

838×1,981

Wallhole Dimensi...

1,760×2,023

1,456×2,023

922×2,023

922×2,023

922×2,023

922×2,023

922×2,023

922×2,023

922×2,023

1,456×2,023

1,456×2,023

922×2,023

922×2,023

922×2,023

922

922

922

922

922

922

922

1,456

1,456

2D Plan 1,456 1,760

922 922

922

Leaf Thickness

44

44

44

44

44

44

44

44

44

44

44

44

44

44

Fire Rating

FD30S

FD30S

FD30S

FD30S

FD30S

FD30S

FD30S

FD30S

FD30S

FD30S

FD30S

FD30S

FD30S

FD30S

Wall Thickness

0.22

0.22

0.13

0.13

0.22

0.13

0.13

0.13

0.13

0.22

0.22

0.12

0.22

0.22

Store, Keep Locked Shut

Fire Door, Keep Shut

Laundry, Plant Room

Laundry

3

Kitchen, Staff Only

Kitchen, Staff Only

Signage

Plant Room

Bathroom

Door Closer Hold Open Device

N

NBS Clause

L20

L20

L20

L20

L20

L20

L20

L20

L20

L20

L20

L20

L20

L20

Finish

Painted finish

Painted finish

Painted finish

Painted finish

Painted finish

Painted finish

Painted finish

Painted finish

Painted finish

Painted finish

Painted finish

Painted finish

Painted finish

Painted finish

Lockset

No lock

Sashlock - masterkey 2

No Lock

No Lock

Keypad

No lock

Keypad

Sashlock - masterkey 3

No lock

No lock

No lock

Sashlock - Masterkey3

No Lock

WC thumb turn & Indicator

Handle

Push Plate and Pull Handle

Lever Handle (SS)

Push Plate and Pull Handle

Lever Handle (SS)

Push Plate and Pull Handle

Lever Handle (SS)

Push Plate and Pull Handle

Lever Handle (SS)

Lever Handle (SS)

Push Plate and Pull Handle

Push Plate and Pull Handle

Lever Handle (SS)

Push Plate and Pull Handle

Lever Handle (SS)

project:

R. Kitchen Care Home development High Peak, Rownhams Lane, Rownhams

drawing name:

*Drawing name*

revisions & notes:

34 For Comment

61 South Street, Havant, Hampshire PO9 1BZ

HIGH PEAK CARE HOME EXAMPLE OF WINDOW SCHEDULE

[Individual] [ArchiCAD]

WD - 114

WD - 115

WD - 116

WD - 117

First Floor

First Floor

First Floor

First Floor

Quantity

1

1

1

1

1

1

1

1

1

1

1

1

1

1

750

1,500

1,500

Front View

1,275

WD - 113 First Floor

1,275

WD - 112 First Floor

1,275

WD - 111 First Floor

1,275

WD - 110 First Floor

1,275

WD - 109 First Floor

1,275

WD - 108 First Floor

1,275

WD - 107 First Floor

1,275

WD - 106 First Floor

1,275

WD - 105 First Floor

1,275

WD - 104 First Floor

1,275

ID Home Story

500 1,135

1,135

600

600

600

900

600

1,135

600

1,135

1,135

1,135

1,135

2D Plan Wallhole Dimension

1,135

1,135

600

600

600

900

600

600

500

1,135

1,135

1,135

1,135

1,135

1,135×1,275

1,135×1,275

600×1,275

600×1,275

600×1,275

900×1,275

600×1,500

600×1,500

500×750

1,135×1,275

1,135×1,275

1,135×1,275

1,135×1,275

1,135×1,275

Window sill height

800

800

800

800

800

800

600

600

1,200

800

800

800

800

800

Window head height

2,075

2,075

2,075

2,075

2,075

2,075

2,100

2,100

1,950

2,075

2,075

2,075

2,075

2,075

Wall Thickness

0.34

0.34

0.35

0.35

0.35

0.35

0.34

0.34

0.34

0.34

0.34

0.34

0.34

0.34

U-value

1.4 W/m2K

1.4 W/m2K

1.4 W/m2K

1.4 W/m2K

1.4 W/m2K

1.4 W/m2K

1.4 W/m2K

1.4 W/m2K

1.4 W/m2K

1.4 W/m2K

1.4 W/m2K

1.4 W/m2K

1.4 W/m2K

1.4 W/m2K

Accessories

Security window restrictor Security window restrictor Security window restrictor Security window restrictor Security window restrictor Security window restrictor Security window restrictor Security window restrictor Security window restrictor Security window restrictor Security window restrictor Security window restrictor Security window restrictor Security window restrictor

Finish

uPVC White

uPVC White

uPVC White

uPVC White

uPVC White

uPVC White

uPVC White

uPVC White

uPVC White

uPVC White

uPVC White

uPVC White

uPVC White

uPVC White

Hinges

Standard Friction Hinges

Standard Friction Hinges

Standard Friction Hinges

Standard Friction Hinges

Standard Friction Hinges

Standard Friction Hinges

Standard Friction Hinges

Standard Friction Hinges

Standard Friction Hinges

Standard Friction Hinges

Standard Friction Hinges

Standard Friction Hinges

Standard Friction Hinges

Standard Friction Hinges

Lockset

Espagnolette

Espagnolette

Espagnolette

Espagnolette

Espagnolette

Espagnolette

Espagnolette

Espagnolette

Espagnolette

Espagnolette

Espagnolette

Espagnolette

Espagnolette

Espagnolette

Ventilation

Trickle Vent

Trickle Vent

Trickle Vent

Trickle Vent

Trickle Vent

Trickle Vent

Trickle Vent

Trickle Vent

Trickle Vent

Trickle Vent

Trickle Vent

Trickle Vent

Trickle Vent

Trickle Vent

WD - 128

WD - 129

WD - 200

WD - 201

First Floor

First Floor

Second Floor

Second Floor

Quantity

1

1

1

1

1

1

1

1

1

1

1

1

1

1

625

625

745

745

745

Front View

1,275

WD - 127 First Floor

1,275

WD - 126 First Floor

1,275

WD - 125 First Floor

1,275

WD - 124 First Floor

1,275

WD - 123 First Floor

1,275

WD - 122 First Floor

1,275

WD - 121 First Floor

1,275

WD - 120 First Floor

1,275

WD - 119 First Floor

1,275

WD - 118 First Floor

1,275

ID Home Story

625

910

1,135

1,135

1,135

1,135

1,135

1,135

1,135

650

1,135

1,135

2D Plan 910

625

625

1,135

1,135

1,135

1,135

1,135

625

1,135

1,135

650

1,135

1,135

Wallhole Dimension

910×1,275

625×745

625×745

1,135×1,275

1,135×1,275

1,135×1,275

1,135×1,275

1,135×1,275

625×745

1,135×1,275

1,135×1,275

650×1,275

1,135×1,275

1,135×1,275

Window sill height

800

1,200

1,200

800

800

800

800

800

1,200

800

800

800

800

800

Window head height

2,075

1,945

1,945

2,075

2,075

2,075

2,075

2,075

1,945

2,075

2,075

2,075

2,075

2,075

Wall Thickness

0.34

0.34

0.34

0.24

0.35

0.35

0.34

0.24

0.34

0.34

0.34

0.35

0.35

0.25

U-value

1.4 W/m2K

1.4 W/m2K

1.4 W/m2K

1.4 W/m2K

1.4 W/m2K

1.4 W/m2K

1.4 W/m2K

1.4 W/m2K

1.4 W/m2K

1.4 W/m2K

1.4 W/m2K

1.4 W/m2K

1.4 W/m2K

1.4 W/m2K

Accessories

Security window restrictor Security window restrictor Security window restrictor Security window restrictor Security window restrictor Security window restrictor Security window restrictor Security window restrictor Security window restrictor Security window restrictor Security window restrictor Security window restrictor Security window restrictor Security window restrictor

Finish

uPVC White

uPVC White

uPVC White

uPVC White

uPVC White

uPVC White

uPVC White

uPVC White

uPVC White

uPVC White

uPVC White

uPVC White

uPVC White

uPVC White

Hinges

Standard Friction Hinges

Standard Friction Hinges

Standard Friction Hinges

Standard Friction Hinges

Standard Friction Hinges

Standard Friction Hinges

Standard Friction Hinges

Standard Friction Hinges

Standard Friction Hinges

Standard Friction Hinges

Standard Friction Hinges

Standard Friction Hinges

Standard Friction Hinges

Standard Friction Hinges

Lockset

Espagnolette

Espagnolette

Espagnolette

Espagnolette

Espagnolette

Espagnolette

Espagnolette

Espagnolette

Espagnolette

Espagnolette

Espagnolette

Espagnolette

Espagnolette

Espagnolette

Ventilation

Trickle Vent

Trickle Vent

Trickle Vent

Trickle Vent

Trickle Vent

Trickle Vent

Trickle Vent

Trickle Vent

Trickle Vent

Trickle Vent

Trickle Vent

Trickle Vent

Trickle Vent

Trickle Vent

All windows to be fitted with key operated window restrictors with a master key to all. All windows to be outward opening and to be restricted to maximum opening width of 100mm. (NBS clause L10.xxx)

N

project:

R. Kitchen Care Home development High Peak, Rownhams Lane, Rownhams

drawing name:

*Drawing name*

status:

Building Regulation

revisions & notes:

For Comment

0

100mm @A3

N o t e : A l l d i m e n s i o n s t o b e c h e c k e d o n s i t e b y t h e c o n t r a c t o r b e f o r e f a b r i c a t i o n a n d e r e c t i o n . F i g u r e d d i m e n s i o n s t o b e t a k e n i n p r e f e r e n c e t o s c a l e d d i m e n s i o n s . T h i s d r a w i n g i s t h e c o p y r i g h t o f t h e a r c h i t e c t s a n d m u s t n o t b e r e p r o d u c e d o r u s e d w i t h o u t t h e i r e x p r e s s c o n s e n t , e x c e p t f o r t h e p u r p o s e s o f a p l a n n i n g a p p l i c a t i o n . E l e c t r o n i c i s s u e o f t h i s d r a w i n g t o b e c o n f i r m e d b y p a p e r h a r d c o p y o n l y.

date: scale: drawn:

May 2018 1:1.50, 1:2 KC

61 South Street, Havant, Hampshire PO9 1BZ t: 023 9248 2494 f: 023 9248 1152 e: design@pwp-architects.com w: www.pwp-architects.com September 08

A

4576/1000/

1:100 @ A1

SB

Project No.

4670

drawing No.

WIP

rev

35

SOUTHSEA SKATEPARK PROPOSED OUTLINE DESIGN

[Individual]

SOUTHSEA, HAMPSHIRE

[ArchiCAD]

CLIENT : PRIVATE CLIENT APPOINTMENT : 2019 STAGE: PRELIMINARY 17m Mast Ring

Project brief : A quick outline design a for skatepark shelter.

12m Mast Ring

17m Mast Ring

12m Mast Ring

12m Mast Ring

12m Mast Ring

12m Mast Ring 17m Mast Ring 12m Mast Ring

12m Mast Ring 17m Mast Ring 12m Mast Ring

S k a t e P a r k P l a n @ 1 :2 0 0

S k a t e P a r k P l a n @ 1 :2 0 0

17m (Higher mast ring level) Higher Mast Ring - 17m 17m (Higher mast ring level)

12m (Lower mast ring level)

Lower Mast Ring - 12m Lower Mast Ring - 12m

Higher Mast Ring - 17m Lower Mast Ring - 12m

12m (Lower mast ring level)

Lower Mast Ring - 12m

7m (Eave level) 7m (Eave level)

Mast

Mast Mast

Mast

Mast Mast

0 0

S k a t e P a r k E l e v a t i o n @ 1 :2 0 0 S k a t e P a r k E l e v a t i o n @ 1 :2 0 0

36

BORROW FOUNDATION CONCEPT DESIGN WATERLOOVILLE, HAMPSHIRE

[Individual] [Sketchup + Photoshop]

CLIENT : BORROW FONDATION APPOINTMENT : 2019 STAGE: CONCEPT DESIGN Project brief : Provide concept design for a new Borrow Foundation centre.

37

AVENUE COTTAGE

PRE APP DRAWINGS

[Individual]

BOSHAM, WEST SUSSEX

[ArchiCAD] Pond

CLIENT : PRIVATE DEVELOPER APPOINTMENT : 2020 STAGE: PRE APPLICATION PLANNING

Nursery

Project brief : Preparation a set of drawing for a residential scheme in plot with planning constraints.

ck Tra

4

Hopper

3

5

1

Cockleberry Farm

Avenue Cottage

Estrella House

4 The Ka bin

Kings Lodge (Nursing Home)

The Bosham Inn

Estrella

(PH)

3 Gara ge

Oaklands

Cockl eber Cotta ry ge

Far Close

Hoppe r

LB N

MAIN RO

AD

5

Ordnance Survey, (c) Crown Copyright 2017. All rights reserved. Licence number 100022432

1

L o c a t i o n P l a n @ 1 :1 2 5 0

Cockle berry Farm

The K abin

Estrell a House

Kings (Nurs Lodge ing Ho me) Estrell a

The

Far C lose

Cockle berry

Oakla nds

LB

MAIN ROAD

P r o p o s e d B l o c k P l a n @ 1 :5 0 0

Proposed Visual South-

N

project:

revisions & notes: -:

KC

:

03.07.2020

:

Issued for outline application

N

A G Developments Chaswood Nursery Main Road Chidham

38 project:

revisions & notes:

-:

KC

:

03.07.2020

:

Issued for outline application

A G Developments Chaswood Nursery

AVENUE COTTAGE

PRE APP DRAWINGS

[Individual]

P r o p o s e d E l e v a t i o n A @ 1 :5 0 0

Site boundary

Site boundary

Site boundary

Site boundary

[ArchiCAD]

P r o p o s e d E l e v a t i o n A 2 @ 1 :5 0 0

P r o p o s e d E l e v a t i o n B 2 @ 1 :5 0 0

Site boundary

Site boundary

Site boundary

Site boundary

Site boundary

P r o p o s e d E l e v a t i o n B @ 1 :5 0 0

P r o p o s e d E l e v a t i o n C @ 1 :5 0 0 project:

N

revisions & notes: -:

KC

:

03.07.2020

:

Issued for outline application

A G Developments Chaswood Nursery Main Road Chidham

drawing name:

Proposed Visuals

status:

Outline Application

date: scale: drawn:

June 2020 1:500@A1 NA KC

For Comment

Site boundary

Site boundary

Proposed Visual South-

61 South Street, Havant, Hampshire PO9 1BZ t: 023 9248 2494 f: 023 9248 1152 e: design@pwp-architects.com w: www.pwp-architects.com September 08

A

4576/1000/

100mm @A1

0

N o t e : A l l d i m e n s i o n s t o b e c h e c k e d o n s i t e b y t h e c o n t r a c t o r b e f o r e f a b r i c a t i o n a n d e r e c t i o n . F i g u r e d d i m e n s i o n s t o b e t a k e n i n p r e f e r e n c e t o s c a l e d d i m e n s i o n s . T h i s d r a w i n g i s t h e c o p y r i g h t o f t h e a r c h i t e c t s a n d m u s t n o t b e r e p r o d u c e d o r u s e d w i t h o u t t h e i r e x p r e s s c o n s e n t , e x c e p t f o r t h e p u r p o s e s o f a p l a n n i n g a p p l i c a t i o n . E l e c t r o n i c i s s u e o f t h i s d r a w i n g t o b e c o n f i r m e d b y p a p e r h a r d c o p y o n l y.

1:100 @ A1

SB

Project No.

5443

drawing No.

1000

rev

-

e: design@pwp-architects.com w: www. pwp-architects.com

P r o p o s e d e l e v a t i o n D @ 1 :5 0 0

N

project:

revisions & notes:

-:

KC

:

03.07.2020

:

Issued for outline application

drawing name:

A G Developments Chaswood Nursery Main Road Chidham

Proposed elevation (long)

39

CONTENT

HOP ARCHITECTS LTD 2020-PRESENT

5-7 STATION ROAD

CROFT ROAD

HAYLING ISLAND, HAMPSHIRE

SELSEY, WEST SUSSEX

SINAH LANE

ALDWICK ROAD

HAYLING ISLAND, HAMPSHIRE

BOGNOR REGIS, WEST SUSSEX

SEA FRONT HAYLING ISLAND, HAMPSHIRE

BOARHUNT LANE FAREHAM, HAMPSHIRE

5 CLAUSENTUM ROAD WINCHESTER, HAMPSHIRE

7 CLAUSENTUM ROAD WINCHESTER, HAMPSHIRE

PINE ROAD CHANDLER’ FORD, HAMPSHIRE

SHORTHEATH ROAD FARNHAM, SURREY

40

5 - 7 STATION ROAD HAYLING ISLAND, HAMPSHIRE

[Individual] [ArchiCAD + Cinerender + Photoshop]

CLIENT : PRIVATE DEVELOPER APPOINTMENT : 2019 STAGE: BUILDING REGULATION - CONSTRUCTION Project brief : Demolition of existing dwelling and business units and construction of a 2/3 storey building to provide 19 flats and 2 commerical units with vehicle and cycle parking and a bin store.

41

5-7 STATION ROAD

EXAMPLE OF FIRE STRATEGY PLAN

[Individual] [Vectorwork] (Emergency Lighting to BS 5266-1 standard)

KEY Compartment Wall (60mins Fire Resistance)

(Fire Alarm to BS 5839-6 standard) Fire Stopping for any penetration throught compartment wall:

(Fire Alarm to LD2 Category)

1. All ventilation ducts pass throught compartmentation will require a fire damper fitting.

Protected Corridor Wall (30mins Fire Resistance)

2. For large opening where mutliple service pentrations at blockwork wall, Rockwool FirePro 50mm Ablative Coated Batt* to be installed. (up to 2 hours fire resistance)

Escape distance

3A. For any plastic pipe (up to 160mm outer diameter) pentrations through Ablative Coat Batt* or blockwork, the pipes should be wraped with Rockwool FirePro Insulated Fire Sleeve* ( 15-160mm outer diameter).

Fire Main outlet to the further point on the plan (fire hose distance)

3B. If gaps exceed 15mm around the aperture and the sleeve or blockwork, the gap should be filled with Rockwool Acoustic Intumescent Sealant*.

4. For any non-combustible pipes, please use 15x15mm fillet of Rockwool FirePro Acoustic Intumescent Sealant.

KEY

5. For any cable trays, please use Rockwool FirePro Mutli-Cable Firestop*.

FD30

30 mins Fire Resistant Door

FD60

60 mins Fire Resistant Door

SC

Self Closing Device

V.P

Vision Panel

Fire Stopping for any penetration throught compartment Floor: 1. All ventilation ducts pass throught compartmentation will require a fire damper fitting.

2. For large opening where mutliple service pentrations at pre cast concrete plank, a layer of 50mm Rockwool Shuttering Batt* at the bottom and infill with 100mm Rockwool Firestop Compound*.

3. For any plastic pipe (up to 200mm outer diameter) pentrations through Shuttering Batt with Firestop Compound* or Concrete Plank floor, the pipes should be wraped with Rockwool FirePro Intumescent Pipe Wraps CE*.

Fire Extinguisher (Water)

W

4. For any non-combustible pipes, please use 15x15mm fillet of Rockwool FirePro Acoustic Intumescent Sealant.

5. For any cable trays, please use Rockwool FirePro Mutli-Cable Firestop*.

CO

H

2

Fire Extinguisher (Water)

H

Steelwork Fire Protection:

FD20

Fire Alarm - Call Point

FD20

1. All steelwork should not be exposed (except the external steelwork).

FD20

2. All enclosed steelworks should be enclosed by a layer of 15mm Fireline plasterboard or two layer of Gyproc plasterboard which achieve a minimum of 30mins fire resistant.

FD20

Fire Alarm - Audible Warning Device

FD20

S

5.8m S FD20

Fire Stopping at blockwork cavity between compartmentation:

3.9m

Heat Detector

S

Smoke Detector

20.

19.

FD60 SC

18.

17.

16.

15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

H

S

FD60 SC

1. Rockwool SP 60 Firestop system* to be installed at cavity junctions between compartmentation.

* Or use equivalent approved product by Building Control.

Emergency Lighting Point Emergency Lighting Point - Iluminated Exit Box FD20

Emergency Lighting Point - Iluminated Directional Exit Box

FD20 S

FD20

Section DD

8.6m

E

Fire Exit Sign

E

Fire Exit Directional Sign

H

2.7m

FD20

Two way communication system to an outside monitoring service (24/7)

FD60 SC FD20

E

FD60 SC E V.P CO 2

13.3m

S

S

*

From dry riser outlet to the further point on the floor plan = 44.5m

E

FD60 SC

Fire Main Outlet Cabinet (Dry Riser)

E

E

11m

W

WD112 910x1050mm Automatic window openers for smoke ventilation (approx. 0.8m2 free area)

E

WD130 2500x1050mm Automatic window openers for smoke ventilation (approx. 1.0m2 free area)

E

6.4m

H

*

*

Require a total free area of 1.5m2

WD128 2500x1050mm Automatic window openers for smoke ventilation (approx. 1.0m2 free area)

FD60 SC

Require a total free area of 1.5m2

*

*

3.6m

WD111 910x1050mm Automatic window openers for smoke ventilation (approx. 0.8m2 free area)

S

6.7m

FD20

3m

S

Dry Riser to be approved by Fire Brigade

*

An actuator to be retrofitted to a standard uPVC window.

H

FD20

Emergency evacuation chair

FD60 SC V.P

Two-way telecommunication system 900x1400

27.

26.

14.

28.

15.

13.

16.

30.

29.

17.

31.

(Building Control to confirm suitability) E

FD20

FD20

FD20

FD20 FD20 H

3.5m

S

24.

NOT FOR CONSTRUCTION

25.

23.

H 22.

H

21

W

FD60 SC V.P

S 20.

CO 2

FD60 SC

FD60 SC

3m S

18.

S

FD20

FD60 SC

32.

3.2m

2.8m

33.

FD20 E FD60 SC

19.

FD20

4.5m

FD20

34.

S

Amendments

by

b

Added AOV and service riser

KC

21.01.22

c

Notes added to AOV

KC

23.02.22

d

Fire Alarm Notes added

KC

22.03.22

Date

FD20 FD20

Actuator note added Telecom and evacuation chair added Fire hose distance added

8P Passenger Lift

Job Title

123/SR/DL

Drawing: Fire Strategy Proposed First Floor From dry riser outlet to the further point on the floor plan = 44.5m

E

Scale: 1:100 Drg.No: HOPA-B-1021-D Drawn by: KC Issued to: Client Status: Draft Building Regulation Date: 09.04.21

Proposed First Floor Plan @ 1:100

HOP Architects Ltd Southsea, Hampshire 07427 080 777 Company reg. 12021383

42

5-7 STATION ROAD

EXAMPLE OF INTERNAL SETTING OUT PLAN FOR EACH FLAT

[Individual] [Vectorwork]

Apartment No.4 215

3959

8.

7.

6.

5.

4.

SB100HD Length 1200mm

ID010 (Leaf) 686x1981mm

WD008 910x900mm

DC200 Length 1200mm

ID017 FD20 (Leaf) 762x198 1mm

878 862

100

ID012 (Leaf) 610x1981 mm

685 100 685

SB100HD Length 1200mm

586

ID013 Sliding Door (Leaf) 1220x1981mm

260

100

SB100 Length 1650mm

359

1320

100

1320

273

Internal Door Frame Thickness to be confirmed, therefore S/O for internal door is only indicative.

1699

100

100

226

ID011 FD20 (Leaf) 762x1981 mm

ID014 FD20 (Leaf) 762x1981 mm

76

SB100 Length 1650mm

61

710

ID016 Sliding Door (Leaf) 1220x1981mm

862

913

ID015 FD20 Double Door (Leaf) 1220x1981mm

322

1225

SB100HD Length 4050mm

862

2173

339

786

1320

162

1958

UB 203x102x23 (B87) (Outer Leaf)

SB100 Length 1350mm (Inner Leaf)

193

1852

2718

3.

938 ID009 FD60S 838x1981 mm

2.

303

100

1.

3575

Amendments

by

Date

A

Issue to contractor Amendments

by KC

21/04/22 Date 04/05/22

B

Bath Changed to Shower

LMW

C

Lintel information added Dims changed to no decimal point.

KC

D

SVP added

KC

Job Title

26/05/22

06/06/22

123/SR/DL

Proposed Ground Floor Apartment 04 Scale: 1:50 @ A3 Drg.No: HOPA-B-1052-D

ED0 2400x2 10 Door 1 100mm 200x Windo w (600 2100 x2100)x 2

Drawn by: KC Issued to: Building Control Status: Building Regulations

WD 1200x 010 1200m

m

Date: 09.04.21 WD0 1200x 09 1200m

m

3575

215

2759

215

2936 HOP Architects Ltd Southsea, Hampshire 07427 080 777 Company reg. 12021383

43

5-7 STATION ROAD

EXAMPLE OF A SECTION

[Individual] [Vectorwork]

Detail AA04

Facing brickwork 295

Aluminium Cladding 300x50mm Timber ridge board (SE to confirm)

rs

50

m

0m

m

C2

4

5 0x

Timber plate fixed to purlin

350

0x

Ra

- 3-5mm Skim coat and paint finish, - 12.5 Gyproc plasterboard, - 15mm plaster dabs, - 100mm Dense aggregate block, - 75mm Clear cavity, - 100mm Dense aggregate block, - 15mm plaster dabs, - 12.5mm Gyproc plasterboard, - 3-5mm Skim coat and paint finish.

rs

200x50mm C24 Timber joist 203 x 203 UC52

203 x 203 UC52

Proposed Roof Build-Up - Roof void - Vapour control layer - 50 x 250mm C24 timber Roof Trusses at max. 600mm centres - 250mm Ecotherm Eco-Versal insulation fill fill within rafters - Breather membrane - 25mm Treated battens - 18mm Marine plywood deck - Single ply membrane (fully adhered) with standing seam profile

Loft 2537

100mm Rainwater downpipe

Proposed Party Wall Build-Up Ra

fte

25

100mm dense blockwork below DPC level (min. 150mm concrete slab to form support for the blockworks)

363

(Party wall detail tbc by acoustician prior to construction)

2537

Concrete Padstone

CL

118

m

C2

100x50mm Treated studs

Cowan Consultancy (Structural Engineer) drawings showing truss roof detail. Hop Architects to Liaise with with client and structural engineer about preferred roof system

25

fte

4

Rafters birdsmouthed over and fixed with truss clip

18mm Marine plywood (Provide gaps between boards to allow ventilation)

Rainwater Enclosure Detail (Plan) 1:5

CL

Detail AA03

Seeat cut on rafter and fixed to wall plate with truss clip To achieve a U-value: 0.14 W/m2·K

Bedroom 9.5m2

Detail AA02

Proposed Internal Wall Build-Up - Lightweight Blockwork - 10-15mm plaster dabs - 12.5mm Gyproc Plasterboard - 3-5mm skim coat - Paint finish tbc by client

Hall

Hall 6.9m2

Bathroom 3.6m2 6564 (from Ground SSL)

Detail AA05

Downpipe to be enclosed in Aluminium boxing to match the eave colour and material.

(Please refer to the detail plan above)

Void below staircase could be used as storage for commercial unit below

3181mm

3405mm

SSL to SSL

SSL to Top of steels / Bottom of Hollowcore planks

Paving / Car Park build-Up - 80mm deep Aquaflow blocks installed to manufacturers spec - 50mm thick 5mm nominal size clean stone - SC 2000 Geotextile membrane to manufacturers details - 300mm compacted sub-base 5-20mm aggregate (No fines) - SC Intergrid to manufacturer details - 200mm compacted sub-base 10-63mm aggragate (No fines) - SC impermeable membrane to manufacturers details - Sub-Grade

SSL to Ceiing

Proposed First Floor Build-Up:

2851mm (Subject to change)

Top of timber wall plate

Bottom of bottom chord

5672 (from Ground SSL)

9179

2480mm

- Roof void - 150mm stone mineral wool (24kg/m3) in between joists - 200x50mm C24 Timber bottom chord, - 2x 12.5mm Fireline Plasterboard - 3-5mm skim coat - Paint finish tbc by client

To achieve a U-value: 0.15 W/m2·K

5885 (from Ground SSL)

Commercial Unit 60m2

- Floor finish (tbc by client) - 5mm Flooring underlay OR DRITA 25 matting, - 70mm Fibre reinforced screed, - Regupol 4515 acoustic layer, - 150mm CBS Precast hollow core concrete plank, - 100mm Mineral wool insulation within cavity, - BG CasoLine MF suspended ceiling system (300mm cavity), - 2x12.5mm Gyproc Plasterboard , - 3-5mm skim coat (paint finish tbc by client)

Void Proposed Ground Floor Build-Up

Note: Proposed floor build-up above hollowcore plank to Vale Southern Construction Ltd's specification.

- 75mm Fibre reinforced screed - Vapour Control Layer (500 Gauge Polythene Sheet) - 150mm EcoTherm Eco-Versal - 1200 gauge polythene DPM - Beam and Block Floor with 100mm deep dense block infill

Detail AA01

(A strip of 20mm thick insulation should placed vertically around the floor slab to prevent cold bridging.

Structural engineer to size beams for floor)

ACO HexDrain Brickslot Channel with black plastic slotted grating

Landing level: 7.293*

SSL: 7.293*

To achieve a U-value: 0.13 W/m2·K

Pavement Level: 7.143*

150

Gradient of 1:15

* All level / dimensions to be double checked on site by

Amendments

Date

Issued for client checking

b c

Roof and floor spec changed KC

11.08.21

Enclosure detail added Levels added

10.11.21

d e

First floor spec revised Note added

f

Issue for construction First Floor SSL revised Information updated Dimension added Levels added Roof structure updated

h i j k

Job Title

LMW

02.10.20

a

g

KC KC KC

25.11.21

KC KC LMW KC KC KC

06.12.21 10.12.21 20.12.21 25.01.22 15.07.22 03.08.22

30.11.21

123/SR/DL

Drawing:

Section A-A 1:20

Proposed Section A-A & B-B

Scale: 1:20 & 1:50 Drg.No: HOPA-B-1100-K Drawn by: LMW Issued to: Client

F6

F5

F3

Status: Building Regulations

F1

7388

From Ground Floor SSL to top of padstone / bottom of steel

- Paint finish tbc by client - 3-5mm skim coat - 15mm Thistle Browning Plaster or 12.5mm Plasterboard on Dabs - 100mm lightweight Blockwork - 115mm EcoTherm Eco-Cavity Full Fill - 10mm clear residual cavity - 102.5mm brick

Top of timber wall plate

Proposed Ceiling Building Up: Proposed External Wall Build-Up

SSL to bottom of bottom chord

Position of joint in tie chord if neededd with 200x300 nail plate each side of truss (min.20) 3.8mm ⌀ 30 nails in each side of each nail plate.

From Ground Floor SSL to bottom of timber ridge board

200x50mm C24 Timber joists

Date: 02.10.20

44 HOP Architects Ltd Southsea, Hampshire 07427 080 777 Company reg. 12021383

5-7 STATION ROAD

SECTION DETAIL (DORMER WINDOW)

[Individual] [Vectorwork]

25mm Treated batten (Provide openings at each batten to allow horizontal ventilation)

Continuous of roofing membrane at the valley

250x50mm C24 Timber Rafters with fully filled Ecotherm PIR insulation.

3 no. 150x50mm C24 Timber joists in between double rafters (fixed with Truss clip to projecting 3.No 150x50mmm C24)

Matching roofing membrane on 18mm marine plywood

2 no. 150x50mm C24 Timber joists in between double rafters. (To be joist hung) 200x50mm C24 Timber Bottom Chord (to be joist hung to the bottom 2 No. 150x50mm C24 Timber cross member between the dormer )

1No. M12 bolt (bolting the 3No. 150x50mm project timber with the 3.No 150x50mm vertical timber together)

2no. M12 Bolt

600 3 no. 150x50mm C24 Timber joists 25+12.5mm Insulated plasterboard 25mm Treated timber packer Proposed Roof Build-Up

Waterpoof membrane

- Roof void - Vapour control layer - 50 x 250mm C24 timber Roof Trusses at max. 600mm centres - 250mm Ecotherm Eco-Versal insulation fill fill within rafters - Breather membrane - 25mm Treated battens - 18mm Marine plywood deck - Single ply membrane (fully adhered) with standing seam profile

Matching roofing membrane on 18mm marine plywood as soffit 100x50mm C24 Timber joists

Joist hangers 203 x 203 UC52 3 No. 150x50mm C24 Timber studs (*to be joist hung therefore a notch will be required for fixing)

To achieve a U-value: 0.14 W/m2·K

Loft

s er

ft

4

Cowan Consultancy (Structural Engineer) to confirm dormer structural design.

m

C2

Ra

m

50

Window height: 1510mm

x 50

2 Detail AA05

Matching roofing membrane on 18mm marine plywood (at a fall) 100x50mm C24 Timber joists

22mm window board

Bottom of bottom chord

5885 (from Ground SSL)

100x50mm C24 Timber wallplate fixed with resin anchor M10 bolt @ 400mm c/c to the second brick from the sill.

Joist hanger Matching roofing membrane on 18mm marine plywood as soffit

2480mm

- Roof void - 150mm stone mineral wool (24kg/m3) in between joists - 200x50mm C24 Timber bottom chord, - 2x 12.5mm Fireline Plasterboard - 3-5mm skim coat - Paint finish tbc by client Bedroom 9.5m2

330.5

SSL to bottom of bottom chord

Proposed Ceiling Building Up:

SSL to S/O

- Paint finish tbc by client - 3-5mm skim coat - 15mm Thistle Browning Plaster or 12.5mm Plasterboard on Dabs - 100mm lightweight Blockwork - 115mm EcoTherm Eco-Cavity Full Fill - 10mm clear residual cavity - 102.5mm brick

Detail AA06

Proposed External Wall Build-Up

945 mm

1510 mm

1No. M12 bolt (bolting the 3No. 150x50mm project timber with the 3.No 150x50mm vertical timber together)

Proposed Internal Wall Build-Up - Lightweight Blockwork - 10-15mm plaster dabs - 12.5mm Gyproc Plasterboard - 3-5mm skim coat - Paint finish tbc by client

Detail AA05

Pitched roof 2 no. 250x50mm C24 Rafters Pitched roof rafters in between dormer to be seat cut and fixing over the 3no. 150x50mm cross member Bottom chords timber to be joist hung to 2no. 150x50mm C24 cross member

To achieve a U-value: 0.15 W/m2·K

Bottom chord 2 no. 200x50mm C24 M12 Bolt (through double rafters, double bottom chords and 3No. 150x50mm C24)

3181mm

- Floor finish (tbc by client) - 5mm Flooring underlay OR DRITA 25 matting, - 70mm Fibre reinforced screed, - Regupol 4515 acoustic layer, - 150mm CBS Precast hollow core concrete plank, - 100mm Mineral wool insulation within cavity, - BG CasoLine MF suspended ceiling system (300mm cavity), - 2x12.5mm Gyproc Plasterboard , - 3-5mm skim coat (paint finish tbc by client)

SSL to Top of steels / Bottom of Hollowcore planks

3405mm

SSL to SSL

SSL to Ceiing

Commercial Unit 60m2

2851mm (Subject to change)

Proposed First Floor Build-Up: Issue for construction

KC

06.12.21

Lap joint and M12 bolt fixing

Timber wallplate level 2 no. 150x50mm Timber studs (to be joist hung between 3No. 150x50mm project timber) 2 no. 150x50mm Timber studs (to be joist hung between 3No. 150x50mm project timber)

3 no. 150x50mm Timber studs ACO HexDrain Brickslot Channel with black plastic slotted grating SSL: 7.293*

Gradient of 1:15

Matching roofing membrane on 18mm marine plywood (including all the inner faces) Lap joint and M12 bolt fixing

3 no. 150x50mm C24 Timber joists

Matching roofing membrane on 18mm marine plywood as soffit (around the whole projecting dormer)

by

Date

a

Issue for construction

KC

06.08.22

b c

Dormer structure updated

KC

18.08.22

Amendments

Detail AA06

Job Title

123/SR/DL

Drawing: Proposed Section A-A (3) (Dormer detail)

Section A-A(3) 1:20

Scale: 1:20 / 1:10

F3

Drg.No: HOPA-B-1105-B

F1

150

Landing level: 7.293*

Drawn by: LMW Issued to: Client Status: Building Regulations Date: 25.07.22

45

5-7 STATION ROAD

SECTION DETAIL (EAVE GUTTER)

[Individual] [Vectorwork]

PVC standing seam Single ply membrane (mechanically fixed) 18mm Marine plywood 25mm Treated battens Breather membrane Timber rafter to SE's specification (50 x 250mm C24 timber Rafters at 400mm centres) 250mm Ecotherm Eco-Versal insulation fill fill within rafters

Vapour control layer

Insect mesh (2mm maximum weave)

Code 4 lead flashing to form edge strip Box gutter formed in Code 4 lead 2 on. 12.5mm Fireline plasterboard Code 4 lead flashing to form edge strip

Aluminium Fasica Lining

min. 100mm

3-5mm Skim coat and paint finish 125x50mm Timber post to be bolted to rafters (Full fill within Ecotherm Eco-Versal insulation in between timbers)

Timber wallplate Treated timber firrings Cavity closer

Treated timber fillet 18mm Marine plywood 100x50mm Treated timber joist to be bolted to Timber post

by

Amendments

Aluminium Soffit Lining

a

Eave's material revised

KC

Date 10.11.21

b c

295

Job Title

123/SR/DL

Drawing: Proposed Detail AA03

102.5mm Facing brickwork 115mm Ecotherm Eco-cavity Full Fill with 10mm residual cavity 100mm Medium dense blockwork

Scale: 1:5@A2 Drg.No: HOPA-B-1307-A Drawn by: KC Issued to: Client Status: Building Regulations

15mm dot and dab

Date: 27.09.21

12.5mm Gyproc wallboard plasterboard 3-5mm Skim coat and paint finish

46

5-7 STATION ROAD

SECTION DETAIL (DORMER DOOR)

[Individual] [Vectorwork]

2 no. 150x50mm C24 Timber joists in between dormer

Double timber rafters and 3 no. 150x50mm C24 timber joist to be bolted together

25mm Treated batten (Provide openings at each batten to allow horizontal ventilation) Proposed Roof Build-Up (Upper) - Paint finish tbc by client - 3-5mm skim coat - 2x12.5mm Fireline plasterboard - 50 x 150mm C24 timber Joists - 44 x 220mm C24 timber Rafters at 400mm centres - 18mm Plywood deck - Self sealing Vapour Control Layer - 180mm Ecotherm Eco-Torch insulation - Single ply membrane (mechanically fixed) with standing seam profile

Single ply membrane on 18mm Marine plywood as fasica and soffit 3 no. 150x50mmm C24 Timber joists 25mm Treated timber packer 2 no. M12 Bolt 220x50mmm C24 Timber stud

To achieve a U-value: 0.13 W/m2·K

2 no. M12 Bolt

Proposed Roof Build-Up (Lower)

Laid to falls

- Paint finish tbc by client - 3-5mm skim coat - 12.5mm Gypsum plasterboard - 25mm Service battens - Vapour control layer - 50 x 250mm C24 timber Rafters at 400mm centres - 250mm Ecotherm Eco-Versal insulation fill fill within rafters - Breather membrane - 25mm Treated battens - 18mm Marine plywood deck - Single ply membrane (fully adhered) with standing seam profile To achieve a U-value: 0.14 W/m2·K

Juliet balcony railing (exact specification to be confirmed)

443 100x50mm Simpson angle bracket at each side of the 220x50mm C24 timber stud

Simpson angle bracket fixed to hollow core plank and timber wallplate

Single ply membrane on 18mm Marine plywood Proposed External Wall Build-Up

443x50mm C24 Timber wallplate (timber to be cut in sections if the required size is not available)

- Paint finish tbc by client - 3-5mm skim coat - 15mm Thistle Browning Plaster or 12.5mm Plasterboard on Dabs - 100mm lightweight Blockwork - 115mm EcoTherm Eco-Cavity Full Fill - 100mm Dense block (1.13 W/mK) - 10mm Base Coat - 10mm K-Rend SILICONE THIN COAT (TC)

Waterproofing membrane around the gutter Closed Gutter channel Treatedd timber firrings Single ply membrane on 18mm Marine plywood

To achieve a U-value: 0.15 W/m2·K

Proposed First Floor Build-Up: - Floor finish (tbc by client) - 5mm Flooring underlay OR DRITA 25 matting, - 70mm Fibre reinforced screed, - Regupol 4515 acoustic layer, - 150mm CBS Precast hollow core concrete plank, - BG CasoLine MF suspended ceiling system (300mm cavity), - 2x12.5mm Gyproc Plasterboard , - 3-5mm skim coat (paint finish tbc by client)

Detail DD1 1:10

1500 Note: Proposed floor build-up above hollowcore plank to Vale Southern Construction Ltd's specification.

2 no. Timber rafter 250x50mm C24 3 no. Timber joist 250x50mm C24

2 no. M12 Bolt (Double timber rafters and 3 no. 150x50mm C24 timber joist to be bolted together) Create a notch at the 3 no. 150x50mm timber joist for the 220x50mm timber stud to be bolted together 220x50mm C24 Timber stud 2 no. 150x50mm C24 Timber joist Timber rafters to be seat cut and fixed over the 2 no. 150x50mm timber joist

100x50mm C24 Timber frame

Detail DD04

Single ply membrane on 18mm Marine plywood

by

Amendments

Date

a b c

Job Title

Single ply membrane on 18mm Marine plywood

123/SR/DL

Drawing: Proposed Section D-D (2)

2No. Simpson angle bracket at each side 100x50mm

Scale: 1:20 / 1:5 Drg.No: HOPA-B-1106

Section D-D(2) 1:20

Closed Gutter channel

Drawn by: LMW Issued to: Client

Treated timber firrings

Status: Building Regulations Date: 02.10.20

Detail DD2 1:10

HOP Architects Ltd Southsea, Hampshire 07427 080 777 Company reg. 12021383

47

5-7 STATION ROAD

LIFT PITCH SECTION (TANKING)

[Individual] [Vectorwork] Amendments

by

Date

a

Section & Floor Plan Added

LMW

24.01.22

b c

Dimensions added

KC

26.01.22

Shaft size and blockwork revised

KC

11.03.22

Job Title

123/SR/DL

Drawing: Proposed Section Lift pit

Scale: 1:10 @A1

4.

Fibre reinforced screed

140mm 7.3N Dense aggregate blockwork (TBC

by Engineer)

3.

Drg.No: HOPA-B-1113-C

140mm 7.3N Dense aggregate blockwork (TBC

by Engineer)

Drawn by: KC Issued to: Client Status: Building Regulations

1650

Date: 02.10.20

8.

Vapour control layer (600 gauge)

2.

1.

SSL: 7.293*

7.

9.

6.

10.

5.

11.

4.

12.

1100

Blockwork should be sound with joints flush pointed or 'bagged out' with Cementfill or similar before the membrane is applied. Open textured surfaces should be sealed with Cementfill FC or a sand/cement slurry to provide a suitable surface.

2.

1800

HOP Architects Ltd

13.

1650

14.

16.

17.

1930

820

Southsea, Hampshire 07427 080 777 Company reg. 12021383

15.

1.

215mm (Laid Flat) 7.3N Dense aggregate blockwork

- 100mm Blockwork, - RIW Flexiseal Pro Primer, - RIW Flexiseal Pro (two coats).

215mm (Laid Flat) 7.3N Dense aggregate blockwork

3.

200

Beam and block floor system

155

150

2115

75

Damp proof membrane (1200 gauge)

8.

RIW Flexiseal Pro Tanking System. Please follow the manufacturer's installation instruction.

Double drain (Drainage board which protects the membrane during backfilling operations and also promotes drainage of water away from the structure) 100

RIW sheetseal 226x300mm wide Concrete slab (GEN1)

TOC: 6.093 (As Built Level)

As Built Concrete Foundation

450

RIW Sheetseal 226 or Flexiseal Pro (one coat)

As Built Dimension

Proposed Section 1:10 A-A

Proposed Lift Floor Plan 1:10

5.

215mm (Laid Flat) 7.3N Dense aggregate blockwork

3.

4.

100mm 7.3N Dense aggregate blockwork

1800

Fibre reinforced screed

2.

Vapour control layer (600 gauge)

1.

SSL: 7.293*

150

75

Damp proof membrane (1200 gauge)

155 450

200

215mm (Laid Flat) 7.3N Dense aggregate blockwork

1100

Beam and block floor system

Blockwork should be sound with joints flush pointed or 'bagged out' with Cementfill or similar before the membrane is applied. Open textured surfaces should be sealed with Cementfill FC or a sand/cement slurry to provide a suitable surface.

- 100mm Blockwork, - Flexiseal Pro Primer, - Flexiseal Pro (two coats).

TOC: 6.463*

Double drain (Drainage board which protects the membrane during backfilling operations and also promotes drainage of water away from the structure) 100

RIW sheetseal 226x300mm wide Concrete slab (GEN1)

TOC: 6.093 (As Built Level)

450

As built concrete foundation 450mm deep

Proposed Section 1:10 B-B

RIW Sheetseal 226 or Flexiseal Pro (one coat)

As built dimension

External Tanking Detail by RIW - Reference Diagram

48

5-7 STATION ROAD

BOUNDARY TREATMENT SECTION (TANKING)

[Individual] [Vectorwork]

RIW Sheetseal 9000

RIW Sheetseal 9000 Approx.325.7mm

Approx.325.7mm New timber panel

RIW DPM Blue across main floor area (finishes over a required)

New concrete footing for timber post

100

RIW Protection Board (used with RIW LAC)

125

100

75 150

7.143*

RIW Seal Tape RIW sheetseal 9000 DPC wrapped around end of floor units

RIW LAC

Proposed External Ground Level For 5-7 Station Road

SSL 7.293*

150

TBC on site

Approx.250mm

150

7.143*

Pea Shingle / Gravel

150

SSL 7.293*

TBC on site

min. 150mm

75

Proposed External Ground Level For 5-7 Station Road

Approx.350

Pea Shingle / Gravel

RIW DPM Blue across main floor area (finishes over a required)

RIW sheetseal 226 (Top edge must be adequately supported) TBC on site

RIW sheetseal 226 (Top edge must be adequately supported)

External Ground Level For The Adjacent Site (Car Park & Public Toilet ) (Level TBC on site)

TBC on site

Approx.350

External Ground Level For The Adjacent Site (Car Park & Public Toilet ) (Level TBC on site)

min. 150mm

Weepholes

min. 150mm

TBC on site

RIW Protection Board (used with RIW LAC)

100

125

100

RIW Seal Tape RIW sheetseal 9000 DPC wrapped around end of floor units

RIW LAC

100mm Dense concrete blockwork 100mm Dense concrete blockwork

100mm Land Drain (discharges to car park area, Engineer to confirm suitability)

100mm Land Drain (discharges to car park area, Engineer to confirm suitability)

by

Amendments a

Detail revised to RIW's detail KC

Date

25/04/22

b c

Job Title

123/SR/DL

Drawing:

Proposed Section FF (Boundary Trench Treatment) (Cutting Through Timber Post) @1:5 A1

Proposed Section FF (Boundary Trench Treatment) (Cutting Through Timber Panel) @1:5 A1

Proposed Section FF (Boundary Trench Treatment)

Scale: 1:5@A1 Drg.No: HOPA-B-1348-A Drawn by: KC Issued to: Client Status: Building Regulations Date: 27.09.21

HOP Architects Ltd Southsea, Hampshire 07427 080 777 Company reg. 12021383

49

5-7 STATION ROAD

CURVED STEEL SECTION

[Individual]

10

203.2

[Vectorwork]

UC 152x152x37

With 10mm base plate top and bottom with 4no.

M16 anchors per post)

4115.7

3734.9

UC 203X203X46 fixed between 2No. 152X152X37 steel posts

UC 254x254x132 (Curved) (All hot zinc sprayed with sealer topcoat bolted to the columns at each end)

10mm Profiled curved ledger welded to the underside (All hot zinc sprayed with sealer topcoat) (Width to be confirmed)

203.2

UC 254x254x132 (All hot zinc sprayed with sealer topcoat bolted to the columns at each end) (Curved)

10

Dimension: Arc Length approx. 4852mm *outside face & Radius approx. 3002mm *outside face

UC 152x152x37

2644.3

Hollowcore planks to be cut to allow for 152X152X37 to be fixed into top flange of 203X203X46 with 4No. M16 bolts

203.2

UC 254x254x132 (Curved) (All hot zinc sprayed with sealer topcoat bolted to the columns at each end)

UC 152x152x37

Ground, First & Second Floor Plan @1:25 Apartment 1 , 6 & 14

With 10mm base plate top and bottom with 4no.

M16 anchors per post)

2517.8

2681

UC 203X203X46 fixed between 2No. 152X152X37 steel posts

2905

10mm Profiled curved ledger welded to the underside (All hot zinc sprayed with sealer topcoat) (Width to be confirmed)

25mm Farrat Acoustic Plate (Specification to be confirmed by Farrat)

25 10 10 10

150 74

UC 152x152x37 (Primed , Resin anchored at base with 4no. M12 anchors per post)

With 10mm base plate top and bottom with 4no.

M16 anchors per post)

UC 203X203X46 fixed between 2No. 152X152X37 steel posts

2681

ding on

(All hot zinc sprayed with sealer topcoat bolted to the columns at each end) (Curved)

25mm Farrat Acoustic Plate (Specification to be confirmed by Farrat)

25 10 10

150

Hollowcore planks to be cut to allow for 152X152X37 to be fixed into top flange of 203X203X46 with 4No. M16 bolts

UC 254x254x132

2905

UC 203X203X46

Dimension: approx. (L) 4265mm *depen connection detail.

the underside of the (Straight, Primed, resin anchored to c/c into the planks with M10 resin anchors at 500mm planks above.)

Section

74

UC 152x152x37 (Primed , Resin anchored at base with 4no. M12 anchors per post)

Amendments

by

Date

a

Revised Steel Design

LMW

24.05.22

b

Thermal plate detail added, Acoustic plate details added, TOC Foundation level revised

KC

08.06.22

c

Job Title

123/SR/DL

10mm Farrat TBK Structural Thermal Break (To be confirmed)

Drawing:

10mm bottom plate with 4No. M16 bolts resin anchored into existing foundations (as confirmed by engineer)

Drg.No: HOPA-B-1352 (B)

Proposed Curved Steel Section

Scale: 1:20

Drawn by: KC Issued to: Contractor Status: Building Regulations Date: 02.10.20

10 10 10

Ground Floor SSL: 7.293*

10mm Profiled curved ledger welded to the underside (All hot zinc sprayed with sealer topcoat) (Width to be confirmed)

695

Curved Steel Section @1:25

10

TOC: 6.463* HOP Architects Ltd Southsea, Hampshire 07427 080 777 Company reg. 12021383

50

5-7 STATION ROAD

BATHROOM LAYOUT

[Individual] [Vectorwork]

8 75

1650

Wall tile starting point 3488

Wall tile starting point Internal wall build-up (top): - 100mm blockwork, - 13mm Thistle universal one coat plaster, - 2mm Thistle multi-finish skim coat, - Moisture resistance paint finish.

Sanitaryware Schedule - 1x Milano Aston Light Grey Traditional Vanity Unit with Basin.

(W 615mmx D 400mm x H 840mm)

Genesis 15mm white aluminium straight edge tile trim around the edges

C L

Genesis 15mm white aluminium straight edge tile tirm around edges

1140

- 1x Orchard Contemporary back to wall toilet with soft close seat.

(W 355mm x D 560mm x H 385mm)

Internal wall build-up (bottom/wet room): - 100mm blockwork, - 175x50mm timber studs @ 400mm c/c, - 12.5mm moisture resistance gypsum plasterboard, - RIW FWM (flexible wall membrane) with FWM primer, - 6mm tile adhesive, - 9mm Calacatta white matt wall tile.

1252

- 1x Geberit DuoFix WC Frame with Sigma Concealed Cistern.

Product no. 111.799.00.1 (W 500mm x D 80mm x H 1140mm)

Internal wall build-up (bottom): - 215mm blockwork, - 13mm Thistle universal one coat plaster, - 2mm thistle mutli-finish skim coat, - RIW FWM ( flexible wall membrane) with FWM primer, - 6mm tile adhesive, - 9mm Calacatta white matt wall tile.

Geberit duofix WC frame with Sigma concealed cistern.

(W500mm x D80mm x H1140mm)

200

1212

Milano artle dual fuel anthracite straight heated towel rail.

(W600mm x H1200mm) 4 full wall tiles

- 1x Impey slim + shower tray waste

Top of cistern boxing: - Timber studs, - 18mm OSB3 board, - RIW Tilesure waterproofing & decoupling membrane, - 6mm tile adhesive, - 9mm Calacatta wall tile.

600

- 1x Milano Amara Modern Mono Basin Mixer Tap (brushed copper) - 1x Milano Barq Shower Enclosure with Hinged Return Panel.

(W 300mm x L 1400mm)

Internal wall build-up (top): - 215mm blockwork, - 13mm Thistle universal one coat plaster, - 2mm Thistle multi-finish skim coat, - Moisture resistance paint finish.

2061

175

Elevation B@1:25

Elevation C@1:25

Orchard contemporary back to wall toilet with soft close seat.

1733

CL

Wall tile starting point.

- 1x Geberit Sigma 01 matt chrome dual flush plate. (246x164mm)

Wall tile starting point.

1809

394 75 8 Wall Wall Wall (Full

3 full wall tiles

- 1x Milano Amara Thermostatic Shower with Shower Head and Hand Shower (brushed copper)

Tile: Calacatta White Matt 600x300x9mm Tile grout thickness: 3mm (colour to be confirmed) Tile Layout: 50% offset. height tiling to shower area and half height tiling to other walls)

Wall Wall Wall (Full

Internal wall build-up (top): - 215mm blockwork, - 13mm Thistle universal one coat plaster, - 2mm Thistle multi-finish skim coat, - Moisture resistance paint finish.

- 1x Demister Mirror (700x500mm)

Milano barq shower enclosure with hinged return panel.

CL CL

Genesis 15mm white aluminium straight edge tile trim around the edges

Wall tile starting point.

2884

Geberit sigma 01 matt chrome dual flush plate. (246x164mm)

Milano aston light grey traditional vanity unit with basin.

From FFL to centre of tapping

Shower head

460

430

Elevation A@1:25

Internal wall build-up: - 100mm blockwork, - 8mm sand/cement render with scratch finish, - 75x50mm timber stud at 400mm c/c, - 12.5mm moisture resistance gypsum plasterboard, - RIW FWM ( flexible wall membrane) with FWM primer, - 6mm tile adhesive, - 9mm Calacatta white matt wall tile.

Milano amara thermostatic shower with shower head and hand shower (brushed copper)

200

Internal wall build-up (bottom/wet room): - 215mm blockwork, - 13mm Thistle universal one coat plaster, - 2mm thistle mutli-finish skim coat, - RIW FWM ( flexible wall membrane) with FWM primer, - 6mm tile adhesive, - 9mm Calacatta white matt wall tile.

1000

Milano aston light grey traditional vanity unit with basin.

Themostatic valve

1212 175

Milano amara modern mono basin mixer tap (brushed copper)

4 full wall tiles

1400

CL

200

CL 1100 (from FFL)

Genesis 15mm white aluminium straight edge tile tirm around edges

2100(from FFL)

Demister mirror (700x500mm)

(from SSL)

- 1x Milano Artle dual fuel Anthracite Straight heated towel rail.

W600 x H1200mm

Tile: Calacatta White Matt 600x300x9mm Tile grout thickness: 3mm (colour to be confirmed) Tile Layout: 50% offset. height tiling to shower area and half height tiling to other walls)

816

374

Elevation D@1:25

Floor tiles slope to drain

100

2251

430

75

75 8

708

by

739

358

CL

Date

100

C L

Floor tile starting point

125

C L

175

2061

1252

Floor Tile: B&W XL black semi polished rectified 600x600x9mm Floor Tile grout thickness: 5mm (colour to be confirmed) Floor Tile Layout: 50% offset.

Job Title

123/SR/DL

Bathroom Layout Type 1A Scale: 1:25@A2

393

460

CL

C L

458

A D B C

b c

786

632

374

Amendments a

Drg.No: HOPA-B-1400

Floor Tile: B&W XL black semi polished rectified 600x600x9mm Floor Tile grout thickness: 5mm (colour to be confirmed) Floor Tile Layout: 50% offset.

Drawn by: KC Issued to: Client Status: Building Reg Date: 21.07.22

215

Floor Plan@1:25

TYPE 1A Apartment no.

1&6

HOP Architects Ltd Southsea, Hampshire 07427 080 777 Company reg. 12021383

51

5-7 STATION ROAD

LEVEL THRESHOLD SHOWER WASTE DETAIL

[Individual] [Vectorwork]

83 9mm Calacatta white matt wall tile

Wetrooms sDesign linear drain Wiper 500mm Premium Pure

6mm Wall tile adhesive RIW FWM (Flexible Wall Membrane)

CL

12.5mm Moisture resistance plasterboard

10mm tile adhesive RIW Tilesafe membrane

RIW reinforcing tape around the edges

Reference image (Wetrooms sDesign linear drain Wiper 500mm Premium Pure)

9mm B&W star XL black semi polished rectified floor tile

CCL wetrooms MWF tapered board (TBC) CCL wetrooms Hi-Build Latex Screed (TBC) Wetrooms Design shower waste H+M Snake 50mm

40mm shower waste pipe

CL

Studs will vary

100

150

Thermostatic valve

1100 (From FFL)

SVP

Timber studs to centre of shower waste

Internal Floor build-up (Wet Room): - 9mm B&W star XL black semi polished rectified floor tile, - 10mm tile adhesive, - 2mm RIW tilesure waterproofing and decoupling membrane, - 70mm Fibre reinforced screed.

by

Amendments

b c

Job Title

123/SR/DL

Typical Wetroom Shower Waste Section & Detail 2 Floor tile starts to slope at this point Scale: 1:10 / 5 @A3 Floor Tile: B&W XL black semi polished rectified 600x600x9mm Floor Tile grout thickness: 5mm (colour to be confirmed) Floor Tile Layout: 50% offset.

CL

Drg.No: HOPA-B-1421 Drawn by: KC Issued to: Contractor

Gradient: 12mm fall per meter

Status: Building Reg

Gradient: 12mm fall per meter

40mm shower waste pipe

Date

a

Date: 21.07.22

100

150

1079

1200

Fibre reinforced screed

CCL Wetrooms Hi-Build Latex (TBC)

HOP Architects Ltd

Typical Wetroom Shower Waste Section@1:10

Southsea, Hampshire 07427 080 777 Company reg. 12021383

5-7 STATION ROAD

TYPICAL WINDOW HEADER DETAIL

[Individual] [Vectorwork]

102.5

125

100

100mm Inner leaf blockwork

Fully insulated lintel without a base plate 102.5mm Facing Brick

Minimmum frame overlap to be 30mm

15mm dot and dab with continous ribbon of adhesive around all openings, along the top and bottom of the wall, and at internal and external corners.

33

Weep hole

12.5mm Gyproc plasterboard with 5mm skim coat and paint finish

Apply flexible sealant to all interfaces between the brickwork and the window frame

Apply flexible sealant to all interfaces between the plasterboard and the window frame

Kommerling C70 Gold Window Frame Profile

NOT FOR CONSTRUCTION by

Amendments

Date

a b c

65.5

70

192

Job Title

123/SR/DL

Drawing: Proposed Detail EE01

Scale: 1:5@A2 Drg.No: HOPA-B-1310 Drawn by: KC Issued to: Client Status: Building Regulations Date: 27.09.21

HOP Architects Ltd

Proposed Typical Window Head Detail J-17 @1:2 A2

Southsea, Hampshire 07427 080 777 Company reg. 12021383

5-7 STATION ROAD

TYPICAL SLIDING DOOR THRESHOLD DETAIL

[Individual] [Vectorwork]

195.5

70

62.3

SMART VISO 1000 Bi-Folding Door Frame

Flexible sealant should be applied to the junction between the cavity closer and door frame

150

Floor finish

Minimmum frame overlap to be 30mm Install a proprietary cavity closer having a path of minimum thermal resistancec path through the closer of not less than 0.45W/m2k

DPM

31

Apply flexible sealant to all interfaces between the brickwork and the window frame

100mm Outer leaf blockwork

101.2

125.3

102.5 Channel drain

by

Amendments

Date

a b c

Job Title

Ensure wall insulation is installed at least 150mm below the top of floor insulation

123/SR/DL

Drawing: Proposed Detail EE01

Scale: 1:5@A2 Drg.No: HOPA-B-1310 Drawn by: KC Issued to: Client Status: Building Regulations

Beam and Block Floor system

Date: 27.09.21

Proposed Typical Bi-Folding Door Cill Detail J-20 @1:2 A2 HOP Architects Ltd Southsea, Hampshire 07427 080 777 Company reg. 12021383

5-7 STATION ROAD

STAIRCASE 03 DRAWING

[Individual] [Vectorwork]

1218.7

Riser

1750

25 Nosing

170.9

2436.6

250 Going

3.

2.

longest dim

TBC by staircase manufacturer First Floor

25.

24.

23.

22.

ALL PRECAST STAIRCASE JUNCTION DETAILS TO BE DESIGNED BY STAIRCASE SUPPLIER AND CONFIRM BY STRUCUTRAL ENGINEER.

1800

3930

100

Blockwork to Blockwork

215

1650

Proposed Detail Section 1:5

1650

1930

140

21.

20.

18.

365

19

1140

1000

1.

2280.1

1000

1140

140

Ceiling Level

Stainless steel handrail (316 grade) - 42.4mm tubular rails - Straight end

25.

26.

27.

29.

28.

30.

14.

15.

16.

17.

Second Floor Dry Riser Outlet

Supported by concealed stainless steel wall brackets 2186.6

2000

1164.4

2nd Floor SSL (w/o floor finish)

shortest point

32.

Proposed First Floor Plan 1:20

31.

30.

1537.9

29.

28.

27.

1750

2905

2436.6

1218.7 longest dim

Floor to Floor (SSL)

26.

25.

Half landing level (w/o floor finish)

24.

Staircase structural support TBC by staircase manufacturer

25.

24.

23.

21.

8.

7.

6.

5.

4.

3.

2.

20.

1.

365

22.

1367.1

1140

1000

Ground Floor

19.

1st Floor SSL (w/o floor finish) 140

18.

17.

140 2186.6

Half landing level (w/o floor finish)

3930

1537.9

10.

Ceiling lining:

9.

1196.2

Pitch: 34°

6.

5.

116

3.

225 170.9

2.

966

1000

4.

Top of Beam and Block Floor Top of screed

1.

Timber stud wall:

1164.4 shortest point

Staircase structural support TBC by staircase manufacturer

Proposed Ground Floor Plan 1:20

- Precast Concrete plank for staircase landing, - 50mm void, - 150mm Mineral wool insulation filled within void and timber joists, - 100x50mm Timber joists, - 2 layers of soundbloc 12.5mm Gyproc soundblc plasterboard, - 5mm Skim coat and paint finish.

8. 8.

8.

9.

10.

12.

Pre-cast concrete staircase

11.

1367.1

1140 2000

11.

13.

14.

15.

16.

17.

First Floor

13.

7.

1000 Dry Riser Outlet

14.

12.

2905

100

15.

Floor to Floor (SSL)

1800

Blockwork to Blockwork

215

1650

1650

1930

16.

Staircase structural support TBC by staircase manufacturer

Proposed Section 1:20

- Staircase void, - 150mm mineral wool insulation filled within and over the studs, - 100x50mm Timber frame, - 2 layers of soundbloc 12.5mm Gyproc soundblc plasterboard, - 5mm Skim coat and paint finish.

Amendments

by

Date

a

Floor to Floor Dims updated

LMW

23.12.21

b c

General revision

LMW

08.02.22

Revised to new lift dims

KC

16.03.22

d

Lining added under the stair

KC

17.08.22

Job Title

123/SR/DL

Drawing: Proposed Section Staircase 3

Scale: 1:20 & 1:5 @A0 Drg.No: HOPA-B-1112-D Drawn by: KC Issued to: Client Status: Building Regulations

SINAH LANE

[Individual]

HAYLING ISLAND, HAMPSHIRE CLIENT : APPOINTMENT : WORK STAGE:

PRIVATE CLIENT 2020 CONCEPT DESIGN TO BUILDING REGULATION

Project brief : Construction of a single storey rear extension and one new pitched roof dormer at the front elevation.

[Sketchup + Blender rendering + Photoshop]

SINAH LANE PROPOSED GROUND AND FIRST FLOOR PLAN

[Individual] [Sketchup + Blender rendering + Photoshop]

KEY

Existing manole (foul) Invert level: ≈ 758mm below ground level

[vectorwork]

Double dimmer switch to internal lights

Invert level: ≈ 457mm below ground level

Carbon Monoxide Detector

Existing manole (foul) Combined Heat and Smoke Detector (Mains Fed w/battery back-up) 13 A Double socket

Section B

W001 Aluminium Framed Double Glazed Unit 1533 x 1315mm S/O

W002 Aluminium Framed Double Glazed Unit 2025 x 1315mm S/O

Section A

Receased LED light fixture Pendant light fixture Exterior Motion Sensitive Light Below Ground Surface Water Drainage

W006 Aluminium Framed Double Glazed Unit 1050x 1357mm S/O

SVP

100mm Soil Vent Pipe

W005 Aluminium Framed Double Glazed Unit 1000 x 1357mm S/O

B2 Catnic CG90/100 Steel Lintel To SE's specification

2941

D004 Internal Door S/O 826 x 2100mm

Lighting Circuitry

D001 Aluminium External Door Steel Lintel 900 x 2100mm

B1 Steel Beam To SE's specification

Padstone

Below Ground Soil Waste Drainage 63mm Rain Water Pipe

W009 Aluminium Framed Double Glazed Unit 1000 x 1357mm S/O

B6 Catnic CNX90/100 Box Lintel To SE's specification

W010 Aluminium Framed Double Glazed Unit 2024 x 1357mm S/O

W007 Aluminium Framed Double Glazed Unit 1050 x 1357mm S/O

826

W008 Aluminium Framed Double Glazed Unit 1050 x 1357mm S/O

1700

B21 (T1) Steel Beam 203x133UB25

P9 90x90x0.5 SHS

P1 90x90x0.5 SHS

460

W014 Aluminium Framed Double Glazed Unit 1200 x 1200mm S/O

6085

841

Render on existing brickwork

B15 Catnic CG90/100 Steel Lintel To SE's specification

862

Internal Wall - 5mm plaster and paint finish, - 12.5mm Gyproc Plasterboard, - 15mm dot and dab, - 100mm medium dense blockwork, - 15mm dot and dab, - 12.5mm Gyproc Plasterboard - 5mm plaster and paint finish.

External Wall (Render) - Render system, - 100mm Outer blockwork, - 50mm Cavity, - 50mm Ecotherm Eco-Cavity insulation - 100mm Medium dense blockwork, - 15mm Dot and dab, - 12.5mm Gypsum wallboard plasterboard, - 5mm plaster and paint finish.

(Change to moisture resistant plasterboard to wet areas)

U-value = 0.27W/m2k

B18 Catnic CNX90/100 Box Lintel To SE's specification

1200

D013 Internal Door S/O 862 x 2100mm

B16 Catnic CG90/100 Steel Lintel To SE's specification

W013 Aluminium Framed Double Glazed Unit 400 x 1500mm S/O

B17 Catnic CG90/100 Steel Lintel To SE's specification

P5 90x90x0.5 SHS

B11 Steel Beam To SE's specification

B10 Catnic CG90/100 Steel Lintel To SE's specification

834

Existing manhole to be blocked (Assume no connection to neighbour's building)

Existing manole (foul) Invert level: ≈ 379mm below ground level

D004 Aluminium External Door Steel Lintel 2035 x 2100mm W017 Aluminium Framed Double Glazed Unit 417x 1200mm S/O

W016 Aluminium Framed Double Glazed Unit 417x 1200mm S/O

D003 Aluminium External Door Steel Lintel 841 x 2100mm

D010 Internal Door S/O 834 x 2100mm

1200

B13 Catnic CG90/100 Steel Lintel To SE's specification

460

D011 Internal Door S/O 1200 x 2100mm

B14 Catnic CG90/100 Steel Lintel To SE's specification

All existing internal wall to be re plaster and re paint

2869 B9 Catnic CNX90/100 Box Lintel To SE's specification

D007 Internal Door S/O 786 x 2100mm 786

P2 90x90x0.5 SHS

B25 (T4) Steel Beam 203x203UC86

D003 Internal Door S/O 1500 x 2100mm

D005 Internal Door S/O 856 x 2100mm

P6 90x90x0.5 SHS

B9 Steel Beam To SE's specification

1800

6858

B5 Catnic CNX90/100 Box Lintel To SE's specification

D009 Internal Door S/O 786 x 2100mm

D006 Internal Door S/O 786 x 2100mm 786

Gully

B26 (T6) Steel Beam 203x133UB30

D012 Internal Door S/O 1800 x 2100mm

1000

P8 90x90x0.5 SHS

B12 Catnic CG90/100 Steel Lintel To SE's specification

W011 Aluminium Framed Double Glazed Unit 1000 x 1000mm S/O

B20 Catnic CNX90/100 Box Lintel To SE's specification

Render on existing brickwork

D008 Internal Door S/O 786 x 2100mm

SVP

W012 Aluminium Framed Double Glazed Unit 400 x 1500mm S/O

B7 B8 Catnic CNX90/100 Catnic CNX90/100 Box Lintel Box Lintel To SE's specification To SE's specification

P11 90x90x0.5 SHS

1500 P7 90x90x0.5 SHS

B4 Catnic CNX90/100 Box Lintel To SE's specification

D002 Internal Door S/O 826 x 2100mm

1500

B22 (T6) Steel Beam 203x133UB30

B3 Catnic CNX90/100 Box Lintel To SE's specification

D001 Internal Door S/O 1500 x 2100mm

B24 (T3) Steel Beam 203x133UB30

P10 90x90x0.5 SHS

826

W003 Aluminium Framed Double Glazed Unit 400 x 1263mm S/O

SE to revise the steelwork at the area (TBC)

W004 Aluminium Framed Double Glazed Unit 400 x 1263mm S/O

B23 (T7) Steel Beam 203x133UB30

827

Existing Garage

SVP

Trench foundation to SE's design and specification

B19 Catnic CG90/100 Steel Lintel To SE's specification 2020

W015 Aluminium Framed Double Glazed Unit 1810x 1200mm S/O

RWP

RWP P3 90x90x0.5 SHS

D002 Aluminium External Bi-flod Door Steel Beam 3043 x 2100mm

B17 Steel Beam To SE's specification

D003 Aluminium External Bi-Fold Door Steel Beam 3043 x 2100mm

P4 90x90x0.5 SHS

External Wall (Facing Brick) - 102.5mm Facing Brick, - 50mm Cavity, - 50mm Ecotherm Eco-Cavity insulation - 100mm Medium dense blockwork, - 15mm Dot and dab, - 12.5mm Gypsum wallboard plasterboard, - 5mm plaster and paint finish.

c

Job Title

Proposed Ground Floor Plan @ 1:50

075/DSSL

Proposed Plans Main House Scale: 1:100 @ A1

Proposed manole (foul) To soakaway system (Stormwater) - 5m away from any building.

Date

b

U-value = 0.27W/m2k

Proposed manole (foul)

by

Amendments a

Proposed First Floor Plan @ 1:50

Drg.No: HOPA-004-BC Drawn by: KC Issued to: HBC Status: Building Reg Date: 08.02.21

SINAH LANE PROPOSED SECTION AND JUNCTION DETAILS

[Individual] [vectorwork]

Aluminimum parapet capping Glidevale FV250 Fascia Ventilator or similar (To provide a min. of 25mm ventilation) 25mm Treated batten (vented) Roof tiles to match existing

25mm Treated batten (vented)

Treated timber wedge

25mm Treated batten Rainwater chute formed with 18mm marine plywood and dressed in code 4 leadowrk

Single ply membrane

25mm Treated counter batten Timber rafter to SE's design and specification 25mm Treated vertical batten for ventilation

White uPVC fascia board

18mm Plywood / OSB

18mm Marine plywood

50x50mm treated batten (To provide cross ventilation between joists)

Ladder frame Timber beam size (to be confirmed by SE)

Timber joist to SE's design and specification (50mm ventilation space)

Timber beam / lintel over the window (to be confirmed by SE)

White uPVC soffit board with vent

Rainwater hopper 25mm Ventilation mesh 150mm Ecotherm Eco-Torch insulation

Code 5 Standing Seam lead sheet

37.5mm Insulated plasterboard Vapour control layer

25mm vertical service batten

68mm Rainwater downpipe Vapour control layer

K Rend Silicone FT / K1 White Colour (To be confirmed) - 16mm 1 coat (2 passes)

120mm Ecotherm Eco-Versal insulation in between timber studs 25+12.5mm Insulated plasterboard with 5mm skim coat

Timber studs to SE's design and specification

Outer leaf medium dense blockwork 50mm Cavity

18mm Marine plywood

12.5mm Gyproc plasterboard dot and dabbed on blockwall

Breather membrane

50mm Ecotherm Eco-cavity insulation Rainwater down pipe fixing bracket

5mm plaster and paint finish

25mm Treated vertical batten

Inner leaf medium dense blockwork

9mm Marine plywood

Section Detail ( Front Dormer Pitched Roof Junction) @ 1:5

Section Detail (Parapet) @ 1:5

50

Provide ventilation at ridge

Fasica board

Existing ceiling level (Highest point)

Dormer Pitched Roof: - Matching Roof tiles, - 25mm Treated batten, - Breather membrane, - 150x50mm Timber rafter (SE to confirm), - 120mm EcoTherm Eco-Versal partially filled between rafters, - Vapour control layer, - 25mm Service batten, - 37.5mm Insulated plasterboard, - 5mm plaster and paint finish.

Retained existing ridge board

Flat Roof (vented): Provide ventilation at soffit - Roofing membrane, - 18mm Marine plywood, - Treated timber firring, - 100mm Existing timber joists with 50mm air gap, - 50mm Ecotherm Eco-Versal partially filling between joist (50mm ventilation) - Vapour Control layer, - 82.5mm Insulated plasterboard, - 5mm plaster and paint finish.

U-value = 0.18W/m2k

U-value = 0.18W/m2k

Dwarf Wall: - Roof space (Vented), - 120mm EcoTherm Eco-Versal between and over timber studs, - 100x50mm Timber stud, - 25mm Service batten, - 37.5mm Insulated plasterboard, - 5mm plaster and paint finish.

U-value = 0.18W/m2k 2254

50

Roof Space (vented)

Pitched Roof upgrade: - Existing Roof tiles, - Existing Treated batten, (Replace if required) - Existing waterproofing membrane, - 50mm ventilation space, - Upgrade Timber rafter to 150x50mm Timber rafter (SE to confirm), - New 100mm EcoTherm Eco-Versal partially filled between rafters, - Vapour control layer, - 62.5mm Insulated plasterboard, - 5mm plaster and paint finish.

Code 5 Lead flashing (min. 150mm above)

U-value = 0.17W/m2k

Provision for tile vent for ventilation into the main roof.

(Subject to Building Control approval)

New timber stud wall sit direct below the ridge board for additional support

Code 5 Lead flashing (min. 150mm above)

U-value = 0.19W/m2k

Existing Roof

Existing dwarf wall

To provide a min. of 25mm ventilation at parapet (Use Glidevale FV250 Fascia Ventilator or similar)

Existing first floor FFL

Existing Floor upgrade: - Final finishes to client's choice, - 18mm T & G floor board, - New 200x50mm Timber joist fixed against the existing ceiling joists, - New 100mm APR 1200 insulation, - 15mm Dot and dab, - 12.5mm Gypsum wallboard plasterboard, - 5mm plaster and paint finish.

Existing External Wall Existing soffit ventilation

Dormer Wall - Horizontal composite cladding, - 25mm Treated vertical batten, - Breather membrane, - 18mm Marine plywood, - 100mm EcoTherm Eco-Versal fullfill between timber studs, - 100x50mm Existing timber stud, - 25mm Service batten, - 37.5mm Insulated plasterboard, - 5mm plaster and paint finish.

Flat Roof (cold vented):

Existing External Wall All exposed brickwork or render to be dot and dabbed with plasterboard

Roof void (vented)

- Single ply membrane, - 18mm Marine plywood, - Treated timber firrings, - 50x50mm Treated batten, - 220 x 50mm Timber joist (SE to confirm), - 150mm Ecotherm Eco-Versal insulation between joists, - Vapour control layer, - 25+12.5mm Insulated plaserboard, - 5mm plaster and paint finish.

- 300mm Rockwool roll insulation

Ventilation between proposed flat roof and existing pitched roof

External Wall (Render) - Render system, - 100mm Medium dense blockwork, - 50mm Cavity, - 50mm Ecotherm Eco-Cavity insulation - 100mm Medium dense blockwork, - 15mm Dot and dab, - 12.5mm Gypsum wallboard plasterboard, - 5mm plaster and paint finish.

U-value = 0.27W/m2k

2345

2393

U-value = 0.16W/m2k

New Ground Floor: - Floor finishes to client's choice, - 50mm Liquid Screed, - Vapour control layer - 110mm Ecotherm Eco-Versal insulation, - Damp proof membrane.

- Beam & block with 100mm deep dense block infill - Min 150mm ventilated void below beam & block

Amendments

by

Date

a

Dormers revised

KC

30.03.21

b

Beam & Block floor added & roof updated

LMW

25.05.21

c

Ground Floor and flat roof revised

KC

30.07.21

Job Title

075/DSSL

U-value = 0.15W/m2k

Proposed Section Main House

CLIENT TO CONFIRM IF FLOOR WILL HAVE UNDERFLOOR HEATING & IF QUICK DRYING SCREED IS REQUIRED 25mm perimeter strip insulation

Scale: 1:100 @ A1

Existing ground floor

Drg.No: HOPA-005-BC-C 310

Drawn by: KC Issued to: HBC Status: Building Reg

Minimum of 150mm ventilated void below beam and block floor

Date: 08.02.21

Existing Trench foundation

Existing Trench foundation

New Trench foundation to SE's details

HOP Architects Ltd Southsea, Hampshire 07427 080 777 Company reg. 12021383

Proposed Section A @ 1:20

SINAH LANE PROPOSED 3D VISUAL

[Individual] [Sketchup + Blender rendering + Photoshop]

Bedroom

SEA FRONT PROPOSED OPTION A (TIMBER CLADDING) Study

HAYLING ISLAND, HAMPSHIRE

Sunken Seats

Chimney wall

PROPOSED FIRST FLOOR PLAN @ 1:100

Vertical timber louvres

-+0

-+0

Bedroom

PROPOSED GROUND FLOOR PLAN @ 1:100 Dining +600mm

+600mm

PROPOSED FIRST FLOOR PLAN @ 1:100

Dressing Room

[vectorwork + sketchup]

Vertical timber louvres

Bathroom

PRIVATE CLIENT 2021 PLANNING

Bathroom 1st Floor Ceiling Level

Living Room

Vertical timber louvres

Bedroom Utility

Living Room

Raised Floor Level Externa Deck Level

Bedroom

Kitchen & Dining

1st Floor FFL

Project brief : proposed first floor front extension and minor internal

Study

alterations for a existing 2 storey house with a flat roof.

PROPOSED GROUND FLOOR PLAN @ 1:100 NORTH ELEVATION (Proposed) 1:100

Ground Floor FFL

Sunken Seats

Chimney wall

CLIENT : APPOINTMENT : WORK STAGE:

[Individual]

-+0

Study Room

Vertical timber louvres

Kitchen & Dining

:100

-+0

-+0

Bedroom Dining

+600mm

+600mm

-+0 Dressing Room

Study Room Vertical timber louvres

PROPOSED FIRST FLOOR PLAN @ 1:100 Bathroom

SOUTH ELEVATION (Proposed) 1:100

NORTH ELEVATION (Proposed) 1:100

Bathroom

Living Room

Bedroom Utility

Living Room

1st Floor Ceiling Level

PROPOSED GROUND FLOOR PLAN @ 1:100

PROPOSED FIRST FLOOR PLAN @ 1:100

Raised Floor Level Externa Deck Level 1st Floor FFL

1st Floor Ceiling Level

EAST ELEVATION (Proposed) 1:100 Ground Floor FFL

EAST ELEVATION (Proposed) 1:100

WEST ELEVATION (Proposed) 1:100 Raised Floor Level

NORTH (Proposed) 1:100 ExternaELEVATION Deck Level

SOUTH ELEVATION (Proposed) 1:100

1st Floor FFL

Ground Floor FFL

SOUTH ELEVATION (Proposed) 1:100

NORTH ELEVATION (Proposed) 1:100

EAST ELEVATION (Proposed) 1:100

WEST ELEVATION (Proposed) 1:100 Proposed Perperstive (Courtyard)

EAST ELEVATION (Proposed) 1:100

WEST ELEVATION (Proposed) 1:100

Proposed Perperstive (Frontage)

by

Amendments

Proposed Perperstive (Courtyard)

Date

a b

Amendments

c a

Job Title

115/SFMG

b c

New Outline Design Proposal A

Job Title

New Outlin Proposal A

Various@ A1 Drg.No.

Various@ A

HOPA-011-P

Drawn by:

KC

Issued to:

Client / LA

Drg.No.

HO

Drawn by: Status:

Design Issued to:

Date

11.05.2022

Status: Date

Proposed Perperstive (Frontage)

Proposed Perperstive (Frontage)

Proposed Perperstive (Courtyard)

Proposed Perperstive (Courtyard)

HOP Architects Ltd Southsea, Hampshire 07712 516265 Company reg. 12021383

Proposed Perperstive (Street)

HOP Ar Amendments

by

Souths 077 Compan

Date

a b c

Job Title

115/SFMG

New Outline Design Proposal A Various@ A1

Sunken Seats

Chimney wal

Corten Panel

Kitchen & Dining 1st Floor Ceiling Level

-+0

SEA FRONT PROPOSED OPTION B (CORTEN PANEL) Study

-+0

Bedroom Dining

+600mm

+600mm

-+0 Dressing Room

Study Room

Raised Floor Level

[Individual]

Corten Panel

Corner Windows

Externa Deck Level

[vectorwork + sketchup]

1st Floor FFL

Bathroom

Living Room

Bathroom

Corner Windows

Ground Floor FFL

Bedroom Utility

Living Room

SOUTH ELEVATION (Proposed) 1:100

Corten Panel

NORTH ELEVATION (Proposed) 1:100 Bedroom

Study

Chimney wall

Sunken Seats

-+0

-+0

Bedroom Dining

+600mm

+600mm

-+0 Dressing Room

Study Room

PROPOSED FIRST FLOOR PLAN @ 1:100

Corten Panel

Bathroom

Living Room

Corner Windows

PROPOSED GROUND FLOOR PLAN @ 1:100

Corten Panel

Kitchen & Dining

Bathroom

EAST ELEVATION (Proposed) 1:100 Bedroom Living Room

Utility

1st Floor Ceiling Level

PROPOSED GROUND FLOOR PLAN @ 1:100

PROPOSED FIRST FLOOR PLAN @ 1:100

Raised Floor Level Externa Deck Level

EAST ELEVATION (Proposed) 1:100

WEST ELEVATION (Proposed) 1:100

1st Floor FFL 1st Floor Ceiling Level

Raised Floor Level

Ground Floor FFL

Externa Deck Level 1st Floor FFL

SOUTH ELEVATION (Proposed) 1:100

NORTH ELEVATION (Proposed) 1:100 Ground Floor FFL

SOUTH ELEVATION (Proposed) 1:100

NORTH ELEVATION (Proposed) 1:100

EAST ELEVATION (Proposed) 1:100

WEST ELEVATION (Proposed) 1:100

Proposed Perperstive (Frontage) WEST ELEVATION (Proposed) 1:100

Proposed Perperstive (Courtyard) EAST ELEVATION (Proposed) 1:100

Proposed Perperstive (Frontage)

Amendments a b

by

Amendments

c

Date

Job Title

a b

New Outline D Proposal B

c

Job Title

115/SFMG

Various@ A1

New Outline Design Proposal B

Proposed Perperstive (Courtyard)

Drg.No.

Proposed Perperstive (Frontage)

HOP

Drawn by:

Various@ A1

Issued to: Status:

Drg.No.

HOPA-012-P

Drawn by:

KC

Issued to:

Client / LA

Date

by

Amendments

Status: Date

Date

a b c

Job Title

Design

115/SFMG

New Outline Design Proposal B

11.05.2022 Various@ A1

Proposed Perperstive (Courtyard)

Perperstive Proposed Proposed Perperstive (Frontage)(Side)

Proposed Perperstive (Side)

Drg.No.

KC

Issued to:

Client / LA

Status: Date

Proposed Perperstive (Side)

Proposed Perperstive (Side)

Proposed Perperstive (Side)

HOPA-012-P

Drawn by:

Design 11.05.2022

HOP Archi

Southsea, H 07712 51 Company reg.

SCOTT CLOSE EASTLEIGH, HAMPSHIRE CLIENT : APPOINTMENT : WORK STAGE:

[Individual] Option A Layout

Option B Layout

[Sketchup] PRIVATE CLIENT 2021 PLANNING Utility Room

Utility Room

Project brief : provide otions for the new kitchen and dining room layout.

Amendments

by

Date

a b c

Job Title

017 - SC/RSP

Proposed Kitchen Visuals

BOARHUNT LANE NEW BUILD DWELLING -NIGHT VISUAL FAREHAM, HAMPSHIRE

[Individual] [Sketchup + Blender render + Photoshop]

BOARHUNT LANE NEW BUILD DWELLING -DAY VISUAL FAREHAM, HAMPSHIRE

[Individual] [Sketchup + Blender render + Photoshop]

5 CLAUSENTUM ROAD SIDE EXTENSION IDEAS by

Amendments

a b c

Date

Job Title 130/ No.5 /CR/BM

MASTER BEDROOM

HOPA-P-004

Drawn by:

LMW

Issued to:

Client

Status:

Preliminary

Date

28.07.22

[Vectorwork + Sketchup] MASTER BEDROOM

Drawing:

Proposed Plans & Elevations

Drg.No:

LIVING ROOM

Job Title 130/ No.5 /CR/BM

LIVING ROOM

Drawing:

CLIENT : APPOINTMENT : WORK STAGE:

[Individual]

Date

b c

WINCHESTER, HAMPSHIRE Scale: As Shown @ A2

by

Amendments a

Proposed Plans & Elevations

PRIVATE CLIENT 2022 PLANNING

Scale: As Shown @ A2

HALL

HALL

BATHROOM HALL

Example of similar metal cladding

HOPA-P-006

Drawn by:

LMW

DINING ROOM

BATHROOM

Example of similar vertical and horizontal brick stack bond W.C

W.C

Project brief : provide otions for the side extension to an

Drg.No:

HALL

DINING ROOM

Issued to:

Client

Status:

Preliminary

Date

28.07.22

OFFICE OFFICE

existing 2 storey house.

KITCHEN KITCHEN

HOP Architects Ltd

HOP Architects Ltd

Southsea, Hampshire 07712 516265 Company reg. 12021383

OPTION A

Southsea, Hampshire 07712 516265 Company reg. 12021383

Proposed Ground Floor Plan 1:100

Proposed First Floor Plan 1:100

OPTION C Example of similar sliding doors

Proposed Ground Floor Plan 1:100

Example of similar sliding doors

Example of internal rooflight option

Example of internal rooflight option

Proposed Side Elevation 1:100

Proposed Rear Elevation 1:100

Proposed Sketch Elevation (NTS)

Proposed Side Elevation 1:100

Proposed First Floor Plan 1:100

Proposed Side Elevation 1:100

Proposed Front Elevation 1:100

Proposed Rear Elevation 1:100

Proposed Sketch Elevation (NTS)

Proposed Side Elevation 1:100

Proposed Front Elevation 1:100

Amendments a b c

5 CLAUSENTUM ROAD SIDE EXTENSION IDEAS by

Date

LIVING ROOM

Job Title 130/ No.5 /CR/BM

MASTER BEDROOM

by

Amendments

Date

[Individual]

a b c

Job Title 130/ No.5 /CR/BM LIVING ROOM

Drawing:

Drawing:

Proposed Plans & Elevations

Proposed Plans & Elevations

Scale: As Shown @ A2

MASTER BEDROOM

[Vectorwork + Sketchup]

Scale: As Shown @ A2

HALL

HALL

Drg.No:

HOPA-P-008

Drawn by:

LMW

Issued to:

Client

Status: Date

DINING ROOM

BATHROOM

Drg.No:

HOPA-P-007

Drawn by:

LMW

BATHROOM

HALL

HALL

Example of similar vertical and horizontal brick stack bond

Issued to:

Client

Preliminary

Status:

Preliminary

28.07.22

Date

28.07.22

W.C

DINING ROOM

Example of similar metal cladding

W.C

OFFICE

OFFICE

KITCHEN

KITCHEN

HOP Architects Ltd

HOP Architects Ltd

Southsea, Hampshire 07712 516265 Company reg. 12021383

Southsea, Hampshire 07712 516265 Company reg. 12021383

OPTION E

Proposed Ground Floor Plan 1:100

OPTION D

Proposed First Floor Plan 1:100

Proposed Sketch Elevation (NTS)

Proposed Side Elevation 1:100

Proposed First Floor Plan 1:100 Example of similar bi-folding doors

Example of internal rooflight option

Example of internal rooflight option

Proposed Side Elevation 1:100

Proposed Rear Elevation 1:100

Proposed Ground Floor Plan 1:100

Example of similar sliding doors

Proposed Side Elevation 1:100

Proposed Front Elevation 1:100

Proposed Rear Elevation 1:100

Proposed Sketch Elevation (NTS)

Proposed Side Elevation 1:100

Proposed Front Elevation 1:100

7 CLAUSENTUM ROAD PROPOSED GROUND FLOOR PLAN

[Individual]

WINCHESTER, HAMPSHIRE CLIENT : APPOINTMENT : WORK STAGE:

[Vectorwork]

PRIVATE CLIENT 2021 BUILDING REGULATIONS

- 102.5mm Facing brick to match existing, - 10mm Clear residual cavity, - 90mm Kooltherm K106 Cavity Board insulation, - 100mm Inner leaf medium dense blockwork, - 38mm Timber battens, - 12.5mm Gypsum plasterboard, - 3-5mm Skim coat and paint finish.

Insert vertical DPC into existing brickwork - Vertical DPC & Furfix wall extension system to be used where new masonry abuts existing wall

Project brief : provide otions for the front and side extension

Proposed Pitched Roof:

Min. 25mm insulation between the steel column and the outer leaf brickwork

Proposed External Wall (Side):

1No. 203 x 203 UC45 located within new cavity wall and fixed into new foundation. Fixing detail to structural engineers specification

- Slate roof tiles, - 25mm Treated batten, - 38mm Treated counter battens, - Breather membrane, - 200x50 C24 @ 600// c/c (SE to confirm), - 200mm Kingspan Kooltherm K107 insulation fully filled within rafters, - Vapour control layer, - 12.5mm Gypsum plasterboard, - 3-5mm Skim coat and paint finish.

Section CC

Section BB

U-value: 0.17 W/m2k

to an existing 2 storey house.

U-value: 0.16 W/m2k

FOUNDATION LINE

87mm uPVC Rainwater downpipe

New soakaway system to be placed min. 5m away from any building

1028 400.7

ID001 345 x 1981mm (Leaf) Hardwood Timber Internal Door

W003

Proposed Internal Timber Stud Wall:

WM WC BASIN

New position for SVP (from 1st floor bathroom)

Contractor to allow for a Y bend connection in this location to get pipe work around proposed foundation.

:80 at 1 rain w fo Ne

411.2 FOUNDATION LINE 1No. 203 x 203 UC45 located within new cavity wall and fixed into new foundation. Fixing detail to structural engineers specification

Existing Party Wall

New 450mm x 650mm Manhole (location to be confirmed on site) Proposed External Wall (Side):

Boundary Line

WC extraction to provide min. 15 l/s of extraction rate. (Ducting to be route to existing chinmey and up to roof level, and terminate at roof soffit.

ul d

1247.5 440

Existing manhole to be removed and existing connect to be re-routed to the new manhole

*Change to moisture resistant gypsum plasterboard in wet areas.

PROPOSED GROUND FLOOR PLAN @1:20

New 450mm x 650mm Manhole (location to be confirmed on site)

Section AA

891

ED001 - 3-5 Skim coat and paint finish, - 12.5mm Gypsum plasteboard*, - 150x50mm Timber studs @400mm c/c, - 12.5mm Gypsum plasterboard, - 3-5mm Skim coat and paint finish.

FOUNDATION LINE

Assumed existing masonry wall is non load bearing. (To be confirmed on site)

W001

Proposed Internal Timber Stud Wall:

Approx. 891 x 1710mm Re-use existing window from the existing kitchen side window (exact dimensions to be confirmed on site)

1No. 203 x 203 UC46 (SE to confirm)

Contractor to carefully remove the existing window and re install it at the proposed rear elevation

Approx. 515 x 61mm Re use existing window from the kitchen (Exact dimensions to be confirmed on site)

- 3-5 Skim coat and paint finish, - 12.5mm Gypsum plasteboard, - 150 x 50mm Timber studs @400mm c/c, - 18mm plywood boarding to be fixed to studs - 50mm Isover APR 1200 insulation filled within studs, - Existing masonry wall.

1247.5 x 2100mm Timber French Door

Proposed Timber Stud Infill:

Steel Lintel Catnic CG90/100 (SE to confirm)

1No. 203 x 203 UC46 (SE to confirm)

Existng internal masonry wall

Steel Lintel Catnic CG90/100 Spanning 1355mm to SE specification

Concrete Padstone to structural engineers specification

- 3-5 Skim coat and paint finish, - 12.5mm Gypsum plasteboard*, - 100x50mm Timber studs @400mm c/c, - 50mm Isover APR 1200 insulation filled within studs, - 12.5mm Gypsum plasterboard*, - 3-5mm Skim coat and paint finish.

New stormwater drain at 1:80

New foul drain at 1:80 Steel Lintel Catnic CG90/100 (SE to confirm)

Glazing Vision Pitchglazed Fixed Roof Window 800 x 850mm (Internal Visible Opening)

W002

Glazing Vision Pitchglazed Fixed Roof Window 800 x 850mm (Internal Visible Opening)

SINK RL002

Approx. 1028 x 1350mm Re use existing window from the lounge (Exact dimensions to be confirmed on site)

RL001

Doubled rafters to rooflight Openings

- 3-5 Skim coat and paint finish, - 12.5mm Gypsum plasteboard, - 100 x 50mm Timber studs @400mm c/c, - 50mm Isover APR 1200 insulation filled within studs, - 100 x 50mm Timber studs @400mm c/c, - 18mm plywood boarding to be fixed to studs - 12.5mm Gypsum plasteboard, - 3-5 Skim coat and paint finish,

Doubled rafters to rooflight Openings

Doubled rafters to rooflight Openings

Hob extraction to provide min. 30 l/s of extraction rate. (Location of hob to be confirmed, ducting to be routed directly up to proposed pitched roof and terminate with mushroom cowl vent ) Proposed Timber Double Stud Infill existing window opening:

Doubled rafters to rooflight Openings

354

Boundary Line

- 102.5mm Facing brick to match existing, - 10mm Clear residual cavity, - 90mm Kooltherm K106 Cavity Board insulation, - 100mm Inner leaf medium dense blockwork, - 38mm Timber battens, - 12.5mm Gypsum plasterboard, - 3-5mm Skim coat and paint finish.

U-value: 0.17 W/m2k

2513 Proposed Party Wall:

Section BB Proposed Flat Roof (Warm Roof):

Key Switch to internal lights

- Single ply membrane, - 18mm Marine plywood deck, - 120mm Kingspan Thermaroof TR27 insulation, - Vapour control layer, - 18mm plywood deck, - Timber firrings to create fall (1:80), - 150x50 C24 @ 600// c/c (SE to confirm), - 12.5mm Gypsum plasterboard, - 3-5mm Skim coat and paint finish.

iso

Switch to internal lights Radiator LED Strip Lighting Carbon Monoxide Detector

H

Heat Detector Combined Heat and Smoke Detector (Mains Fed w/battery back-up)

USB

1200

13 A Double socket (With USB)

Section CC

- 100mm Outer leaf medium dense blockwork, - 10mm Clear residual cavity, - 90mm Kooltherm K106 Cavity Board insulation, - 100mm Inner leaf medium dense blockwork, - 75x50mm Timber studs @ 400mm c/c, - 12.5mm Gypsum plasterboard, - 3-5mm Skim coat and paint finish.

U-value: 0.17 W/m2k

13 A Double socket (Min 1200 from FFL)

U-value: 0.18 W/m2k

13 A Double socket (Above Worktop) 13 A Double socket (450mm above FFL) Recessed LED light fixture Pendant light fixture Exterior Light / Wall Lights Below Ground Surface Water Drainage Below Ground Soil Waste Drainage

by

Amendments

63mm Rain Water Pipe

Date

a 90mm Soil Vent Pipe

b c

Lighting Circuitry TV

TAP

d

TV Aerial

e Outdoor Tap

f g

Job Title

129/CR/J

Drawing: Proposed Ground Floor Plan & Elevations USB

USB

Scale: 1:20 / 1:100 @ A1 Drg.No: HOPA-004-BC Drawn by: KC Issued to: Client Status: Building Reg Date: 01.08.22

TAP

PROPOSED GROUND FLOOR PLAN @1:50 (showing electric layout)

Proposed Front Elevation 1:100

Proposed Side Elevation 1:100

Proposed Rear Elevation 1:100

Proposed Side Elevation 1:100

(Showing proposed extension to 6 Clausentum Road 22/01009/HOU)

HOP Architects Ltd Southsea, Hampshire 07427 080 777 Company reg. 12021383

7 CLAUSENTUM ROAD PROPOSED SECTION AND DETAILS

[Individual] [Vectorwork]

Single ply membrane trim overlapping lead flashing Single ply membrane

Code 4 Lead flashing

18mm marine plywood deck

Slate roof tiles

120mm Kingspan Thermaroof TR27 insulation

25mm treated timber batten

Vapour control layer Code 4 lead flashing (150mm above roof level)

38mm treated counter battens

18mm marine plywood deck

Breather membrane

min

. 15 0

mm

200mm Kingspan Kooltherm K107 insulation fully filled within rafters Vapour control layer 12.5mm gypsum plasterboard with 5mm skim coat and paint finish.

Breather membrane uPVC half round gutter 100x50mm Timber wallplate 150mm x 50mm C24 @ 400mm c/c (SE to confirm) & Timber firrings above to create fall

12.5mm gyproc plasterboard with 5mm skim coat & paint finish

2No. bolts to connect flat roof joists to rafter. Bolts to be sized to structural engineer specification

Existing masonry outer leaf with one layer of 12.5mm gyproc plasterboard and 3-5mm skim coat. Contractor to allow for decoration (paint spec tbc by client)

9mm uPVC soffit and fascia board (colour TBC)

15mm dot and dab Arched brick header course 100mm medium dense blockwork

200mm x 50mm C24 @ 600mm c/c (SE to confirm)

Steel Lintel Catnic CG90/100 (SE to confirm specification)

203 x 203 UC46 to sit over 203 x 203 UC 46 below

89mm Rainwater downpipe

Timber packers to be tied into web of steel to allow for down stand beam to be the same width as the wall above.

1247.5mm x 2100mm Timber Framed doors

203 x 203 UC46 with 8mm plate to carry masonry above. Steel to structural engineers specification Steel to receive 1 coat of intumenscent paint to provide a minimum of 1 hour fire resistance

DETAIL A2 @ 1:5

DETAIL A3 @ 1:5

Proposed Flat Roof (Warm Roof): - Single ply membrane, - 18mm Marine plywood deck, - 120mm Kingspan Thermaroof TR27 insulation, - Vapour control layer, - 18mm plywood deck, - Timber firrings to create fall (1:80), - 150x50 C24 @ 400mm c/c (SE to confirm), - Void, - 100x50mm Timber frame to form ceiling structure, - 12.5mm Gypsum plasterboard, - 3-5mm Skim coat and paint finish.

Existing first floor window

French door sill to client's choice

75mm Fibre reinforced screed with Polypipe underfloor heating system (15mm pipe)

Vapour control layer 70mm Kingspan Kooltherm K103 insulation board

U-value: 0.18 W/m2k 150mm in-situ concrete slab Damp Proof Membrane Proposed Pitched Roof:

Proposed Flat Roof (Warm Roof):

- Slate roof tiles, - 25mm Treated batten, - 38mm Treated counter battens, - Breather membrane, - 200x50 C24 @ 400mm c/c (SE to confirm), - 200mm Kingspan Kooltherm K107 insulation fully filled within rafters, - Vapour control layer, - 12.5mm Gypsum plasterboard, - 3-5mm Skim coat and paint finish.

- Single ply membrane, - 18mm Marine plywood deck, - 120mm Kingspan Thermaroof TR27 insulation, - Vapour control layer, - 18mm plywood deck, - Timber firrings to create fall (1:80), - 150x50 C24 @ 400mm c/c (SE to confirm), - 12.5mm Gypsum plasterboard, - 3-5mm Skim coat and paint finish.

Code 4 lead flashing (min.150mm above flat roof)

U-value: 0.18 W/m2k Existing timber first floor

Sand blinding and Compacted hardcore

Damp Proof Course (150mm above ground level)

U-value: 0.16 W/m2k

Roo

25mm Perimeter strip insulation around the edges

f Pit

ch to

22

102.5mm Facing brick

DETAIL A2 DETAIL A3 90mm Kooltherm K106 Cavity Board insulation uPVC half round gutter 100mm outer leaf dense blockwork (below DPC)

Upgrade to existing ceiling: - Existing floorboard, - Existing Timber floor joists, - New 100mm mineral wool insulation between existing floor joists, - New battens fixed to existing joists, (adjust to suit the new steel beam) - New 12.5mm Gypsum plasterboard, - New 3-5mm Skim coat and paint finish.

Upgrade existing timber floor:

Proposed Ground Floor:

- Floor finish to client's choice, - New 18mm T&G chipboard floorboard, - Existing Timber floor joists, - Remove existing floor insulation and change to 125mm Kingspan Kooltherm K103 insulation, - 25mm Treated battens to support new insulation, - Existing void (vented)

- Floor finish to client's choice, - 75mm Fibre reinforced screed, - Polypipe underfloor heating system (15mm pipe), - Vapour control layer, - 70mm Kingspan Kooltherm K103 insulation board, - 150mm Concrete slab, - Damp proof membrane, - Sand blinding, - Hardcore.

Existing single leaf masonry wall

Existing FFL

U-value: 0.19 W/m2k

89mm Rainwater downpipe Lean mix concrete cavity fill 225mm below DPC

New External to achieve an overall u-value of 1.8 W/m2k

Existing external wall to be demolished

2415 Existing external cavity wall

100mm inner leaf dense blockwork (below DPC)

Downstand steel beam final finish to be confirmed by client

600mm x 400mm GEN 2 Concrete foundation to a depth of 1000mm below EGL (to be approved by in site inspection) 2 x leaf 100mm Inner & outer leaf 7.3N Blockwork Backfilled with concrete to min 225mm, DPC to 150mm Min above EGL lapped to DPM

2110

Proposed Timber Stud Infill: - 3-5 Skim coat and paint finish, - 12.5mm Gypsum plasteboard, - 150 x 50mm Timber studs @400mm c/c, - 18mm plywood boarding to be fixed to studs - 50mm Isover APR 1200 insulation filled within studs, - Existing masonry wall.

Brick soldier course

DETAIL A1

by

Amendments

Date

a b c d

Contractor to ensure existing telecopic floor vents are adequate

e

U-value: 0.19 W/m2k

f g

Job Title

129/CR/J

150

Drawing: Proposed Section AA

Scale: 1:20 / 1:100 @ A1 Drg.No: HOPA-005-BC Drawn by: KC Issued to: Client Status: Building Reg Date: 01.08.22 Assumed existing foundation Depth and Spec unknown

PROPOSED SECTION AA @ 1:20

Assumed existing foundation Depth and Spec unknown

Assumed existing foundation Depth and Spec unknown

Existing timber floor to be removed and void below to be back filled with well compacted MOT Type 1.

Existing floor void depth unknown

Existing ground bearing slab to be broken out and contractor to allow for proposed new ground floor build-up

Contractor to refer to proposed ground floor build-up for new floor build-up information for details

Contractor to refer to proposed ground floor build-up for new floor build-up information for details

Proposed Foundation:

DETAIL A1 @ 1:5

600mm x 400mm GEN 2 Concrete foundation to a depth of 1000mm below EGL (to be approved by in site inspection) 2 x leaf 100mm Inner & outer leaf 7.3N Blockwork Backfilled with concrete to min 225mm, DPC to 150mm Min above EGL lapped to DPM HOP Architects Ltd Southsea, Hampshire 07427 080 777 Company reg. 12021383

7 CLAUSENTUM ROAD PROPOSED SECTION AND DETAILS

[Individual] [Vectorwork]

Single ply membrane Single ply memrbane trim Code 4 lead flashing trim overlapped by single membrane trim Retrofit cavity tray Breather membrane

Doubled timber joists at junction

Code 4 Lead flashing

100x50mm Timber wallplate fixed to doubled joists (SE to confirm design)

Existing facing brick

Glazing Vision Pitchglaze fixed rooflight Insulation Timber packer

Sunken cill trimmers (supporting the pitchglaze) Cill code 4 lead flashing

25+12.5mm Insulated plasterboard with 5mm skim coat and paint finish

Slate roof tiles

Breather membrane

Rafters with birdsmouth joint to timber wallplate

Head tiliting fillet Vapour control layer 12.5 Gyproc plasterboard with 5mm skim coat and paint finish

Head structural trimmers

25+12.5mm Insulated plasterboard Vapour control layer

100x100mm Square gutter Waterproofing membrane

Insulation

Timber firrings to provide fall to gutter

Timber packer

100x50mm Timber wallplate

Vapour control layer

Cavity closer

25+12.5mm Insulated plasterboard

102.5mm Facing brick

100x50mm Timber plate (fixing detail to SE's specification) 12.5mm Gyproc plasterboard with dot and dab

Top steel plate to SE's specification 203x203 UC46 (SE to confirm specification)

DETAIL B2 @ 1:5

DETAIL C2 @ 1:5

DETAIL C1 @ 1:5

75mm Fibre reinforced screed with Polypipe underfloor heating system (15mm pipe)

Vapour control layer Proposed Flat Roof (Warm Roof): 70mm Kingspan Kooltherm K103 insulation board

- Single ply membrane, - 18mm Marine plywood deck, - 120mm Kingspan Thermaroof TR27 insulation, - Vapour control layer, - 18mm plywood deck, - Timber firrings to create fall (1:80), - 150x50 C24 @ 600// c/c (SE to confirm), - Void, - 100x50mm Timber frame to form ceiling structure, - 12.5mm Gypsum plasterboard, - 3-5mm Skim coat and paint finish.

150mm in-situ concrete slab Damp Proof Membrane

Sand blinding and Compacted hardcore

U-value: 0.18 W/m2k Proposed Pitched Roof: Detail to be confirmed with No. 6

Damp Proof Course (150mm above ground level)

- Slate roof tiles, - 25mm Treated batten, - 38mm Treated counter battens, - Breather membrane, - 200x50 C24 @ 600// c/c (SE to confirm), - 200mm Kingspan Kooltherm K107 insulation fully filled within rafters, - Vapour control layer, - 12.5mm Gypsum plasterboard, - 3-5mm Skim coat and paint finish.

DETAIL B2

Ro

of P

itch

DETAIL C2

25mm Perimeter strip insulation around the edges 102.5mm Facing brick

DETAIL C1

U-value: 0.16 W/m2k

to 2 3

90mm Kooltherm K106 Cavity Board insulation

1No. 203 x 203 UC46 with top plate (SE to confirm)

100X100 Black uPVC square gutter

100mm outer leaf dense blockwork (below DPC)

1No. 203 x 203 UC46 with top plate (SE to confirm) Steel beam to Steel column connection detail SE's design and specification

1No. 203 x 203 UC46 with top plate (SE to confirm)

Steel beam to Steel column connection detail SE's design and specification

100mm inner leaf dense blockwork (below DPC)

Proposed Party Wall: - 100mm Medium dense blockwork, - 10mm Clear residual cavity, - 90mm Kooltherm K106 Cavity Board insulation, - 100mm Inner leaf medium dense blockwork, - 100x50mm Timber studs @ 400mm c/c, - 12.5mm Gypsum plasterboard, - 3-5mm Skim coat and paint finish.

Lean mix concrete cavity fill 225mm below DPC Proposed External Wall:

Proposed Ground Floor:

U-value: 0.17 W/m2k

Proposed External Wall:

- 102.5mm Facing brick to match existing, - 10mm Clear residual cavity, - 90mm Kooltherm K106 Cavity Board insulation, - 100mm Inner leaf medium dense blockwork, - 15mm dot and dab adhesive, - 12.5mm Gypsum plasterboard, - 3-5mm Skim coat and paint finish.

- Floor finish to client's choice, - 75mm Fibre reinforced screed, - Polypipe underfloor heating system (15mm pipe), - Vapour control layer, - 70mm Kingspan Kooltherm K103 insulation board, - Damp proof membrance, - 150mm Concrete slab, - Sand blinding, - Hardcore.

Proposed Ground Floor: - Floor finish to client's choice, - 75mm Fibre reinforced screed, - Polypipe underfloor heating system (15mm pipe), - Vapour control layer, - 70mm Kingspan Kooltherm K103 insulation board, - Damp proof membrance, - 150mm Concrete slab, - Sand blinding, - Hardcore.

U-value: 0.17 W/m2k

U-value: 0.19 W/m2k

600mm x 400mm GEN 2 Concrete foundation to a depth of 1000mm below EGL (to be approved by in site inspection) 2 x leaf 100mm Inner & outer leaf 7.3N Blockwork Backfilled with concrete to min 225mm, DPC to 150mm Min above EGL lapped to DPM

- 102.5mm Facing brick to match existing, - 10mm Clear residual cavity, - 90mm Kooltherm K106 Cavity Board insulation, - 100mm Inner leaf medium dense blockwork, - 15mm dot and dab adhesive, - 12.5mm Gypsum plasterboard, - 3-5mm Skim coat and paint finish.

U-value: 0.17 W/m2k

by

Amendments

b c d e f g

Job Title

129/CR/J

Drawing: Proposed Section BB & CC

Scale: 1:20 / 1:100 @ A1

U-value: 0.19 W/m2k

Drg.No: HOPA-006-BC Drawn by: KC Issued to: Client Status: Building Reg Date: 01.08.22

Proposed Foundation: 600mm sq GEN 2 Concrete foundation to a depth of 1000mm below EGL (to be approved by in site inspection) 2 x leaf 100mm Inner & Uoter leaf 7.3N Blockwork Backfilled with concrete to min 225mm, DPC to 150mm Min above EGL lapped to DPM

Proposed Foundation: 600mm sq GEN 2 Concrete foundation to a depth of 1000mm below EGL (to be approved by in site inspection) 2 x leaf 100mm Inner & Uoter leaf 7.3N Blockwork Backfilled with concrete to min 225mm, DPC to 150mm Min above EGL lapped to DPM

SECTION BB @ 1:20

DETAIL B1

HOP Architects Ltd

SECTION CC @ 1:20

Date

a

DETAIL B1 @ 1:5

Southsea, Hampshire 07427 080 777 Company reg. 12021383

PINE ROAD

PROPOSAL A

[Individual]

CHANDLER’S FORD, HAMPSHIRE CLIENT : APPOINTMENT : WORK STAGE:

[ArchiCAD + Cinerender + Photoshop]

PRIVATE CLIENT 2022 PLANNING

Project brief : construction of two storey rear extension and a single storey rear extension.

N Pergolas

Dining Room

En-suite

Kitchen

Bedroom

Walk-in Wardrobe

Bathroom

Proposed Rear Perspec

Walk-in Wardrobe

Piano Room 1 2

Living Room

Bedroom

3 4 5 9

11

10

13

8

67

12

13R x 0.210 12G x 0.220

East Elevation

Landing

Bedroom O / Workshop

Cpd

Bathroom

Hall Snug

Bedroom

Proposed Ground Floor Plan @ 1:100

Proposed First Floor Plan @ 1:100

Proposed Rear Perspec

OPTION A C B A

By Date

Rev Note

Job Title: Drawing Ref:

Scale:

Proposed Side Eleva

(West) @ 1:100

Proposed Rear Eleva

(South) @ 1:100

Proposed Front Eleva

(North) @ 1:100

Proposed Side Eleva

(East) @ 1:100

126 / 62 Pine Road / XX HOPA-P-003 Proposed Drawing Plans, Eleva & Visuals 1:100 @A1

Drawn by:

KC

Status:

Preliminary

Date:

06.06.2022

PINE ROAD

PROPOSAL B

[Individual] [ArchiCAD + Cinerender + Photoshop]

N U Room

Store Dining Room Bedroom Living Room Bathroom

Bedroom

Kitchen

Proposed Rear Perspec

Walk-in Wardrobe

1 2 3 4 5 8

9

11

10

12

13

67

Cpd

Landing

13R x 0.210 12G x 0.220

Piano Cpd

Bedroom O / Workshop

Cpd

Bathroom

Hall Snug

Bedroom

Proposed Ground Floor Plan @ 1:100

Proposed First Floor Plan @ 1:100

Proposed Rear Perspec

OPTION B C B A Rev Note

Job Title: Drawing Ref:

Proposed Side Eleva

(West) @ 1:100

Proposed Rear Eleva

(South) @ 1:100

Proposed Front Eleva

(North) @ 1:100

Proposed Side Eleva

(East) @ 1:100

126 / 62 Pine Roa

HOPA-P-004 Proposed Drawing & Plans, Eleva

Scale:

1:100 @A1

Drawn by:

KC

Status:

Preliminary

Date:

06.06.2022

SHORTHEATH ROAD

3D VISUAL

FARNHAM, SURREY CLIENT : APPOINTMENT : WORK STAGE:

[Sketchup + Blender render + Photoshop] PRIVATE CLIENT 2022 PLANNING

Project brief : construction of single storey rear extension to an 2 storey existing house.

[Individual]

SHORTHEATH ROAD

3D VISUAL

[Individual] [Sketchup + Blender render + Photoshop]

CROFT ROAD

PROPOSED PLANS

[Individual]

SELSEY, WEST SUSSEX CLIENT : APPOINTMENT : WORK STAGE:

[Vectorwork] PRIVATE CLIENT 2021 CONSTRUCTION

Soakaway system to be at least 5m away form the building.

KEY

The roof areas which will be discharged into the soakaway system are as follow: - Proposed Flat roof dormer: approx. 16.2m2 - Existing Pitched roof (excluding dormer): approx. 22.1m2 - Proposed Flat roof over the new extension: approx. 52.9m2

Proposed patio

Carbon Monoxide Detector

Total = approx. 91.2m2 Crate system: 91.2m2 x(50/3000) = 1.5m3

Project brief : construction of single storey front and rear Section AA

Switch to internal lights Combined Heat and Smoke Detector (Mains Fed w/battery back-up) 13 A Double socket

Section B

Proposed rooflights to achieve an overall u value of 1.6w/m2k

extension, and a loft conversion with a flat roof dormer at the rear.

Exterior Motion Sensitive Light Receased LED light fixture Pendant light fixture

Minimum of 1.5m3 of crate soakaway system

Below Ground Surface Water Drainage Below Ground Soil Waste Drainage

New timber flat roof joist 150x50mm C24 at 400mm c/c

Kitchen T4

Proposed internal blockwall (cavity): -12.5mm Wallboard plasterboard with skim coat finish on both side, - 15mm Adhesive dot and dab, - 100mm medium dense blockwork.

- Cavity to match existing, - 100mm medium dense blockwork,

110 Upstand to DW

2435 T1

150x50mm timber stud

Steel beam T1 203x203UC46 fixed to T2 with angle cleat with 2no.

M16 in each leg

Upgrade to Existing brick pier - Existing brickwork, - Vertical DPM, - 25mm Vertical batten, - 70+12.5mm insulated plasterboard (with 18mm plywood in kitchen area)

T3 Utility Room 1276

Provision for Cassette gas fire

110 Upstand to WM

110 Upstand to TD

Proposed SVP WC

New timber floor joist 150x50mm C24 at 350mm c/c

750

920

2460

Utility room will require extractor ventilation rate of 30 l/s.

240

Upgrade to Existing brick pier - Existing brickwork, - Vertical DPM, - 25mm Vertical batten, - 70+12.5mm insulated plasterboard

780 810

Proposed SVP with rodding access

P1

1550

Timber staircase closed tread closed stringer - 198mm rise -240mm going -750mm wide -13 risers

Proposed extractor unit to achieve 8 l/s extraction rate in WC. Duct to terminate above the flat roof with a roof cap.

2436

Lounge

Existing chimney

Smoke Detector

Hallway Bedroom 02

Proposed SVP to be wrapped with 25mm techwrap insulation.

Terminate in the loft area with Air Admittance Valve.

Provision to strip back and render to the existing external render finish.

W003 Aluminium Framed Double Glazed Unit (WxH) 1290 x 1307mm Existing window to be blocked up with lightweight blockwork, and apply matching render finish externally and dot and dab plasterboard internally.

Replace all existing uPVC window with aluminium framed window

Proposed extractor unit to achieve 15 l/s extraction rate in bathroom.

Ventilation duct to be diverted into the loft space and terminate at eave soffit.

Existing manhole

Proposed composite entrance door with side glazing panel to achieve an overall u value of 1.8W/m2k

Cpd

630 190

W004 Aluminium Framed Double Glazed Unit (WxH) 1990 x 1307mm

443

Bathroom Underfloor Heating to 7.3 sqm

W002 Aluminium Framed Double Glazed Unit (WxH) 1990 x 990mm

Vertical DPM to be installed to existing brickwork

1477

U value = 0.22 W/m2k 588

150

Existing Cavity Wall upgrade: - Existing facing brick, - Existing Cavity - Existing inner blockwork, - 15mm dot and dab, - 60+12.5mm insulated plasterboard, - Skim coat to finish.

4488

4065

100

Smoke Detector

U value = 0.27 W/m2k

1043

ED001 W001 Composite Framed Composite Framed Composite Door Double Glazed Panel (WxH) (WxH) 848x 2100mm 630 x 2100mm

150

4281

Existing Cavity Wall upgrade: - Existing facing brick, - Existing Cavity - Existing inner blockwork, - 15mm dot and dab, - 60+12.5mm insulated plasterboard, - Skim coat to finish.

750 686mm leaf door

Proposed rooflight to achieve an overall u value of 1.6w/m2k

U value = 0.27 W/m2k Ensuite 3456 RL001 Flat roof skylight (Slate Grey) 1500 x 1500mm

TBC by client

Proposed External Wall (Timber frame with render finish): K-Rend Silicone TC15 render system 2: - 1.5mm K Rend Silicone TC15 render (white fine texture), - K Rend TC Primer, - 4-6mm K Rend HP12 Base, - 1mm K Rend Alkali Resistant mesh, - 12.5mm Knauf Aquapanel Exterior Cement Board, - 25mm Treated batten, - Breather membrane, - 12mm Promat Supalux board - 9mm OSB 3 board, - 150mm Timber stud with fullfill Ecotherm Eco-Versal insulation, - Vapour control layer, - 9mm OSB 3 board, - 25mm Service batten, - 12.5mm Wallboard plasterboard, - Skim coat to finish.

Bedroom 3

Proposed Internal Timber Stud Wall - 12.5mm Wallboard plasterboard* with skim coat finish to both side, - 100mm Timber stud with 65mm APR 1200 insulation.

Loft storage (vented)

RL005 Velux Top hung skylight (Slate Grey) Terminate in the loft area with Air Admittance Valve.

(WxH) 940 x 980mm

*Change to moisture resistance plasterboard at wet areas.

890

940

RL006 Velux Top hung skylight (Slate Grey) (WxH) 940 x 980mm

4810

940

U value= 0.23W/m2k & 30mins fire resistant on both side

Brick pier on both ends

Proposed rooflights to achieve an overall u value of 1.6w/m2k

Proposed External Wall (Timber frame with timber cladding / Facking brick): - 102.5mm Facing brick, OR - Horizontal timber cladding (To client's choice) - 25mm Treated batten, - Breather membrane, - 18mm OSB 3 Board, - Timber frame to SE's specification with 120mm Ecotherm Eco-Versal insulation, - Vapour control layer, - 25mm Service batten, - 12.5mm Wallboard plasterboard, - Skim coat to finish.

865

Proposed First Floor Plan (Loft) 1:50

Hop Architects Ltd accepts no responsiblity after work commences. Both approval notices for planning and building regulations are to be checked prior to building for any conditions. Any existing structure that is going to be affected by this development is to be checked for suitability prior to work commencing. All drawings to be used in conjunction with SE calculations and drawings.

Doors and Windows area does not exceed 25% of new floor area in addition to the area of any windows or doors which, as a result of the extension works, no longer exist or are no longer exposed. Combined method U value of 1.6 W/m2K All windows to be glazed with safety glazing and fitted in accordance with manufacturers instructions.

Cavity trays and closures to be fitted to all appropriate vertical and horizontal breaks and openings. No trees of significance within 35m of proposal. Background Ventilation and Intermittent Extraction provided by Manually controlled trickle vents to all new windows and checked on existing windows 1.7m above Floor level to provide suitable background ventilation; Openable window area of 1/10 of internal floor area for rapid purge ventilation of min. 1.73 sqm,

Provide dedicated low energy light fittings with luminous efficacy of at least 40 lumens per circuit watt to achieve 100% of all light fittings to all new rooms.

External lighting to have sensor to give automatic switch off during daylight hours Energy Efficient Lighting outlets to be fitted so they only take lamps having a Luminous efficacy greater than 40 Lumens per circuit-watt. These drawings are indicative only, electrical sub-contractor to design and specify new electrical installation that extends the existing system to suit the remodelling of the ground floor and extensions.

N.B Client to approve electrical layout before installation and contractor to submit sample fittings for Client/ Architect approval before commencing installation.

- Allow for Builder's work in connection with Electrical Installation.

- All socket plates and light switches to be MK Logic plus white. Client to confirm prior to installation.

- Allow for supply and fitting of all recessed downlights. Samples of lights to be provided to client for approval.

New staircase between ground floor to first floor to be of a maximum pitch pitch of 42 degrees. Going to be a minimum of 220mm and Risers to be a maximum of 220mm. Steps may have open risers if they have overlapping treads to a minimum of 16mm and the steps are constructed so that a 100mm diameter sphere cannot pass through open risers.

Staircase to have a clear unobstructed headroom of 2000mm over staircase. Where there is not enough space to achieve 2000mm headroom a reduced headroom of 1900mm to the centre of the flight and 1800mm to the lowest section will be acceptable.

Handrail to be positioned 900mm above pitch line and 1000mm above floor line. IF the staircase is 1000mm or wider a handrail to each side should be provided.

Central Heating circuit to primarily remain as existing unless noted otherwise and be extended into new areas. Hot and cold water supply, to be designed and installed by contractors Plumber. Boiler to be installed by contractor.

Heating system (other than boiler installations) to be designed and installed by contractor All installation work to be carried out by qualified operatives. In locations where moisture is present or may occur, use corrosion resistant fittings/fixings and avoid contact between dissimilar metals by use of suitable washers, etc. All equipment, pipework, components, valves, etc. to be fully accessible for maintenance, repair or replacement. Wall mounted pipe runs must not be buried in plaster or behind dry lining.

Installation to be fitted with vents at high points and draining taps at low points to facilitate purging and draining.Where pipe runs in solid floors are unavoidable, they should be in access ducts with removable covers.

Pipe routes within floors should be indelibly marked and noted on the flooring surface. Surface mounting of pipework is only acceptable with client approval.

The heating and hot water system needs to be fully commissioned to ensure they are operating at maximum efficiency and that all controls work as indicated. The person whom carries out the commissioning must provide a certificate confirming it has been carried out properly to both the client and the Building Control Officer. for all lead work to be in code 5 lead unless specified otherwise. To be in accordance with the LDA & LSA handbooks and recommendations. Allow for installing Code 4 lead flashing dressed down over roof covering. Allow for coating all exposed lead work with patination oil on completion. Allow for all flashings as required in association with Velux Windows.

These drawings are to be used in conjunction with the structural engineer's calculations. All measurements and dimensions to be checked on site by contractors before work commences. All new steel lintels measued and installed with 150mm minimum over each end of opening. Existing Lintels and foundations subject to additional loading shall be exposed to determine their adequacy.

Allow for all steelwork to be accordance with Structural Engineer's drawings and specifications. Steelwork to have a minimum 100mm end bearing on concrete padstones as sized. All steel work to be shot-blast to SA2.5 after fabrication and painted with 1 coat high build zinc phosphate (min DFT 125 microns). Steelwork in cavity walls to be painted with an additional coat of M.I.O. Steel levelling shims to be used as required and to be dry grouted upon installation. All in accordance with Structural Engineer's Specification. Provide insulated lintels in accordance with Structural Engineers details appropriate for spans and loads supported with suitable end bearings as specified by the lintel manufacturer with proprietary cross cavity trays over.

Generally: Structural timber to be strength class C16 & C24, unless indicated otherwise. All structural and external timbers to be vacuum pressure impregnated with preservative to BS8417:2011 + A12014. All sizes to be in accordance with Structural Engineers design/details on drawings. All cut timber to have cut ends treated. NB. Moisture content to comply with current TRADA Requirements. Allow for boxing of all exposed internal SVPs and waste pipes with 1no. layer of 15mm Gyproc Wallboard on s/w 50 x 50mm frame with access panels where required.

Voids to be filled with acoustic mineral wool. Allow for new softwood architrave to new doors to match existing elsewhere in house. Allow for new timber window boards to new windows. Allow to supply and fit new Velux in sizes shown on drawings. Internal finish TBC with client.

Proposed Dwarf Wall: - Loft (vented), - 100mm Timber stud with 70mm Ecotherm Eco-Versal in between, - 25+12.5mm Insulated plasterboard, - Skim coat to finish.

U value = 0.27 W/m2k

CL

CL Drawings are to be checked prior to commencement of building work and any problems are to be brought up at this time.

Proposed extractor unit to achieve 15 l/s extraction rate in Bathroom.

Ventilation duct to be terminate at the gable end

Centre to proposed window below

Centre to proposed window below

U value= <0.23W/m2k

Proposed Ground Floor Plan 1:50

ED003 Aluminium Framed Double Glazed Double Door (WxH) 2254 x 1650mm

R1

Eccentric Foundation at boundary line

Bedroom 01

180 degree door swing: Jamb detail to be confirmed Door leaf and return dimensions to be confirmed

3363

Proposed internal blockwall: - 11+2mm plaster on both side with skim coat finish, - 100mm medium dense blockwork.

Existing external cavity wall

Juliette balcony

Proposed Internal Timber Stud Wall - 12.5mm Wallboard plasterboard* with skim coat finish to both side, - 100mm Timber stud with 65mm APR 1200 insulation. *Change to moisture resistance plasterboard at wet areas.

2570

RL001 Flat roof skylight (Slate Grey) 1500 x 1500mm

U value = 0.22 W/m2k Proposed Dormer Wall (Side): - Render on cement board, - 25mm Treated batten, - Breather membrane, - 18mm OSB 3 Board, - Timber frame to SE's specification with 120mm Ecotherm Eco-Versal insulation, - Vapour control layer, - 25mm Service batten, - 12.5mm insulated plasterboard, - Skim coat to finish.

RL002 Flat roof skylight (Slate Grey) 1500 x 1500mm

UP

Proposed infill between Brick Pier: - Existing blockwork, - Vertical damp proof membrane over the existng wall, - 100x50mm timber stud with 70mm Ecotherm insulation, - 18mm plywood, - 12.5mm gyproc plasterboard, - Skim coat to finish.

U value = 0.29 W/m2k

Picture window with Microchip pet door intergrated

UP

RL003 Flat roof skylight (Slate Grey) 1500 x 1500mm

1:80 Fall

Proposed extractor unit to achieve 30l/s extraction rate in kitchen.

RL004 Flat roof skylight (Slate Grey) 1500 x 1500mm

2273

Underfloor Heating to new areas to 69.25 sqm

U value = 0.23 W/m2k

Heat Detector

T6

RL002 Flat roof skylight (Slate Grey) 1500 x 1500mm

1:80 Fall

781

Dining Room

RL003 Flat roof skylight (Slate Grey) 1500 x 1500mm T2

RL004 Flat roof skylight (Slate Grey) 1500 x 1500mm

Proposed Dormer Wall (front): - Render on cement board, - 25mm Treated batten, - Breather membrane, - 18mm OSB 3 Board, - Timber frame to SE's specification with 120mm Ecotherm Eco-Versal insulation, - Vapour control layer, - 45mm Service batten, - 25+12.5mm insulated plasterboard, (to prevent steel beam cold bridging) - Skim coat to finish.

1885

P2

110 Upstand to Sink

3940

W005 Aluminium Framed Double Glazed Panel (with pet door) 910 x 2100mm

3000

U value = 0.19 W/m2k

903

TBC by client

3160

Heavy Duty Cavity Lintel

1.5m

3510

2512

2m

T5

3949

Heavy Duty Cavity Lintel

Proposed External Wall (Boundary Line): - Vertical DPM on existing brickwall, - Void, - Breather membrane, - 18mm OSB 3 board, - 100x50mm timber stud - Void, - 150x50mm timber stud (To SE's spec) with 120mm Ecotherm Eco-Versal insulation, - Vapour control layer, - 18mm plywood, - 12.5mm Wallboard plasterboard, - Skim coat to finish.

Section D

1301 Proposed External Wall: (Blockwork with render finish) K-rend LW1 render system: - 16-20mm one coat coverage (white), - 100mm Medium dense blockwork, - 100mm cavity with 90mm Ecotherm Eco-Cavity Full Fill insulation with 10mm residual cavity, - 100mm Medium dense blockwork, -Vapour control layer, -15mm Adhesiv dot and dab, - 12.5mm Wallboard plasterboard, - Skim coat to finish.

First Floor Head Height

68mm uPVC RWP

W006 Aluminium Framed Double Glazed Bi-Fold Window 3160 x 1100mm

Section C

Timber joist to SE's specification

90mm Soil Vent Pipe

Bi-fold window's cill to be leveled with the kitchen counter top

ED002 Aluminium Framed Bi-fold Door (WxH) 3949x 2100mm

Padstone/Engineering Brick to support lintel or beam. (To SE's specification)

63mm Rain Water Pipe

Sanitary pipework to be in accordance with Approved Document H1, Section 1.

Discharge stack to be 100mm diameter PVC reducing to 75mm diameter (above highest branch) to terminate a minimum of 900mm above any opening within 3m, horizontally from the stack, with a preformed roof tile profile thro vent. Access eye to be provided at first floor level. 75mm deep seal traps to basin, sink, bath and shower, 50mm deep seal trap to WC, 32mm waste to basin. 40mm waste to sink, bath and shower. Minimum diameter of a common branch pipe to be 50mm and a gradient of 18mm to 45mm per metre. All traps to be removable or to be fitted with a cleaning eye. Where access for cleaning discharge pipes cannot be provided by removing traps, then rodding points are to be included. Excessive length waste pipes to be increased in accordance with Approved document H diagram 3 and / or fitted with air admittance type anti-vac traps. Foul and rainwater drainage to be in accordance with Approved Document H1, Section 2 and H3, Section 2.

Rainwater goods (gutters, down pipes and fixings) in accordance with Approved Document H3, Section 1.All foul drainage is to be connected to existing mains foul sewer. All pipes to be 100mm dia UPVC with fully flexible joints to BSEN 13398-1 2010 laid to falls to Local Authority approval generally 1:80 and to suit site levels. All drains to be tested after installation to Local Authority approval.

Drains to be laid in minimum 150mm pea shingle surround with selected backfill.

Where drains pass through walls, an opening is to be formed to give at least 50mm clearance all around pipe and the opening masked with rigid sheet material to prevent the ingress of fill or vermin. Provide lintels over openings as required.

All drainage to Local Authority approval and to be tested prior to backfilling and again after backfilling. All new foul drainage to connect into existing drainage runs with all falls to be designed by contractor. New SVP to be sound insulated. All sanitary fittings to have 75mm deep seal traps. All in accordance with the requirements of Part H of Schedule One of the Building Regulations and BS EN 12056-2:2000.Surface water drainage runs to be 100mm dia. UPVC with fully flexible joints to BS 4660 laid to falls between 1:80 & 1:40 to suit site levels. All drains to be tested after installation to Local Authority approval. Drains to be laid in min. 150mm pea gravel surround with selected backfill. All rainwater from new works to drain via gutter system into downpipes connecting into existing underground drainage runs. If existing rainwater is drained to soakaways, main contractor to provide 100mm underground uPVC pipework connected to existing soakaway.

GLAZING Glazing within 800mm of floor level in windows generally, and within 1500mm of floor level in doors and windows within 300mm of doors, are to be safety glazed to comply with Building Reguation part K. All external doors are to have a toughened inner and laminated outer pane to the sealed double glazed units. Glazing to all windows adjacent to these doors are to the same.

by

Amendments I j k

New details added Internal door revised Internal door revised

Job Title

KC KC KC

Date

01.06 14.06 14.06

072/JLCR

Building Regulation Proposed Plans

Scale: 1:50 @ A1

Fire alarm system

Drg.No: ADS-004-BC-K

Fire alarm system to be installled complying to BS 5839-6: Grade F2; all smoke and heat detector to be wireless interlinked; main powered with backup 9v battery (replaceable); sound pressure level - 85 dBA.

Drawn by: KC Issued to: Client/LA Status: Building Regulation Date: 18.11.20 ADS Architectural Design Services (UK) Ltd Southsea, Hampshire 07712 516265

CROFT ROAD

PROPOSED SECTION AND DETAILS

[Individual] [Vectorwork]

Aluminium wall coping Treated firring Half round ridge tile

25mm Fasica ventilators Or equivalent 25mm continuous opening for air flow

Existing roofing felt stop short 30mm before the apex

25mm Treated battens / Air gap

Timber battens GRP to lap over the ridge batten

Existing roofing felt

150 - 285

Timber fillet

Klober Roll-Fix (Dry ridge kit) Ventilates to BS5250

Existing ridge board

Fitted with insect mesh at the opening.

Code 4 leading flashing

Drill 50mm holes at the existing ridge board for air flow

25mm Treated vertical battens / Air gap

50mm air gap between timber joists

Aluminium edge trim

25mm Fasica ventilators Or equivalent 25mm continuous opening for air flow

18

25

100

20

Fitted with insect mesh at the opening.

25mm Treated battens / Air gap

Timber firring

18mm marine plywood

18mm marine plywood

50mm air gap between timber joists

18mm OSB 3 board

Code 4 leading flashing 25mm Treated vertical battens / Air gap 50mm air gap between timber joists

18mm marine plywood Render carrier board

50mm air gap between timber joists Insect mesh at the opening.

Proposed Detail A4 1:5

Proposed Detail A3 1:5

Proposed Detail A2 1:5

Proposed Detail A1 1:5

Proposed Flat Roof (Cold Roof): - GRP roofing system, - 22mm T&G OSB 3 board, - Timber firring strip to create slope (1:80 fall), - 150x50mm C24 Timber joist -100mm Ecotherm Eco-Versal insulation between joists (Vented), -Vapour control layer, - 50+12.5mm Insulated plasterboard, - Skim coat to finish.

R1 CL

U value = 0.18 W/m2k

Existing rafter to be birdsmouth (max half depth) Ridge Beam with 15mm flange plate to sit on the underside of the existing ridge board 203x203UC60 25+12.5mm insulated plasterboard around the ridge beam

3510

2035

2232

Proposed Thermal Upgrade to Existing Pitched Roof: - Existing roof tile, - Existing treated batten, - Existing roofing felt, - 175x50mm C16 timber rafters to fixed against existing rafters at 400cc, - New 120mm Ecotherm Eco-Versal filled within existing rafter (50mm void), - Vapour control layer, - 30+12.5mm Insulated plasterboard, - Skim coat to finish.

U value = 0.18W/m2k

Ventilation required at junction min. 75mm overlap Leave opening at intervals to allow air flow

25+12.5mm insulated plasterboard below steel beam

- Top of the new timber joists to match the top of existing timber joists

Aluminium wall coping with ventilation

min. 150

1100

Existing Pitch roof

Code 4 lead flashing

Proposed External Wall: (Blockwork with render finish) K-rend LW1 render system: - 16-20mm one coat coverage (white), - 100mm Medium dense blockwork, - 100mm cavity with 90mm Ecotherm Eco-Cavity Full Fill insulation with 10mm residual cavity, - 100mm Medium dense blockwork, -Vapour control layer, -15mm Adhesiv dot and dab, - 12.5mm Wallboard plasterboard, - Skim coat to finish.

T1

Steel beam T1 203x203UC46 fixed to T2 with angle cleat with 2no. M16 in each leg Proposed First Floor: - Floor finish to client's choice, - 22mm T&G chipboard flooring, -100mm APR 1200 insulation in between joists, - 175x50mm C16 fixed against existing joists at 400 CC, - 12.5mm Wallboard ceiling plasterboard, - SKim coat to finish.

Existing Cavity Wall

Proposed Flat Roof (Cold Roof): - GRP roofing system, - 22mm T&G OSB 3 board, - Timber firring strip to create slope (1:80 fall), - 150x50mm C24 Timber joist at 400 cc, -100mm Ecotherm Eco-Versal insulation between joists (Vented), -Vapour control layer, - 50+12.5mm Insulated plasterboard, - Skim coat to finish.

U value = 0.19 W/m2k

U value = 0.18 W/m2k

2100

2415

existing floor to ceiling heigh

2337

Existing wall line

Proposed beam and block system to be supported on the existing outer leaf blockwork/brickwork. (SE to confirm) Existing timber floor (vented) To be confirmed on site Ensure sufficient ventilation between the existing void and the new void.

Provision for additional airbrick for air flow.

Proposed Ground Floor (Beam and Block): - Final floor finish (To client's choice) - 65mm Fibre reinforced screed, - Vapour control layer, - 70mm Ecotherm Eco-Versal insulation, - Damp proof membrane, - Beam and Block system to SE's specification, - Min. 150mm void for ventilation U value = 0.21 W/m2k

SSL to S/O

Existing soffit vent

Assumed insulation within cavity (TBC)

Proposed airbrick with telescopic vent Proposed foundation to SE's specification by

Amendments c d e

Existing airbrick Existing foundation

f

Dormer revised Roof pitch revised New ridge beam design New details added

Job Title

Date

KC 30.03 KC 16.04 KC 06.05 KC 01.06

072/JLCR

Building Regulation Proposed Section AA

Scale: 1:20 @ A1 Drg.No: ADS-005-BC-F Drawn by: KC Issued to: Client/LA Status: Building Regulation

Proposed Section AA 1:20

Date: 13.11.20 ADS Architectural Design Services (UK) Ltd Southsea, Hampshire 07712 516265

CROFT ROAD

PROPOSED SECTIONS

[Individual] [Vectorwork]

1125

AS BUILT S/O

1000

AS BUILT SSL TO BOTTOM OF S/O

1287 82

52

Smart Visofold 1000 DV14, Standard outer frame, No cill

31

162

20mm Quartz worktop

20

2127

Crown Imperial Rimano Carcase Dimenions Base: 720x555mm (870mm including leg)

DOOR S/O

2105

AS BUILT S/O

AS BUILT BOTTOM S/O

WINDOW S/O

AS BUILT BOTTOM OF LINTEL / TOP S/O

AS BUILT BOTTOM OF LINTEL / TOP S/O

65

22

31

52

30

FFL

Fibre reinforced screed with underfloor heating

150

AS BUILT DPC LEVEL (TOP OF SCREED)

838

Smart Visofold 1000 DV14, Standard outer frame, No cill

SSL to S/O

82

9mm Vitacer iWood Porcelain Tile (150x900mm)

870

15mm Bedding (adjust to make level threshold to door frame)

SSL to bottom of worktop

3mm Ditra Matting

NEW DPC LEVEL

100

Floor insulation

150

Floor Block

Floor Beam

AS BUILT DPC LEVEL (TOP OF SCREED) a

Amendments

by

Date

As built added

KC

06.09

b c

Job Title

072/JLCR

Building Regulation Proposed Threshold details Scale: 1:5 @ A1 Drg.No: ADS-012-BC-A Drawn by: KC

Proposed Threshold Detail (Bi-fold Window) @ 1:5 Proposed Threshold Detail (Bi-fold Door) 1:5

Issued to: Client/LA Status: Building Reg Date: 13.11.20 ADS Architectural Design Services (UK) Ltd Southsea, Hampshire 07712 516265

CROFT ROAD

PROPOSED SECTION AND DETAILS

[Individual] [Vectorwork]

GRP roof Aluminium edge trim

22mm T&G OSB 3 board

Timber firring Make opening for air flow

18mm OSB 3 board

50mm air gap between timber joists

25mm Treated vertical battens / Air gap Render on render carrier board

Insect mesh at the opening.

Proposed Detail B1 1:5

Aluminium wall coping with vent

Aluminium edge flashing

Through wall outlet for surface water discharge Min. 50mm of timber firrings at this for ventilation Rectangular hopper

56

Create opening for ventilation K-Rend Silicone TC15 render system 2: - 1.5mm K Rend Silicone TC15 render (white fine texture), - K Rend TC Primer, - 4-6mm K Rend HP12 Base, - 1mm K Rend Alkali Resistant mesh, - 12.5mm Knauf Aquapanel Exterior Cement Board.

Timber wall plate sits below top of of joists by 50mm for ventilation Proposed External Wall: (Blockwork with vertical timber cladding) - Vertical timber cladding, - 25mm Treated batten, - 25mm Treated counter batten, - 100mm Medium dense blockwork, -Vapour control layer, -15mm Adhesiv dot and dab, - 12.5mm Wallboard plasterboard, - Skim coat to finish.

T3

Flat roof timber canopy to be fixed with joist hanger

3no. 50x150 C24 fixed to T4 with joist hanger Timber cladding soffit Proposed Flat Roof (Cold Roof): - GRP roofing system, - 22mm T&G OSB 3 board, - Timber firring strip to create slope (1:80 fall), - 150x50mm C24 Timber joist at 400 cc, -100mm Ecotherm Eco-Versal insulation between joists (Vented), -Vapour control layer, - 50+12.5mm Insulated plasterboard, - Skim coat to finish.

U value= 0.23W/m2k

Proposed Ground Floor (Beam and Block): - Final floor finish (To client's choice) - 65mm Fibre reinforced screed, - Vapour control layer, - 70mm Ecotherm Eco-Versal insulation, - Damp proof membrane, - Beam and Block system to SE's specification, - Min. 150mm void for ventilation

1000

U value = 0.21 W/m2k

Vertical brickwork

68mm uPVC RWP

U value = 0.19 W/m2k

Paving slab Trench block

S/O

1100

U value = 0.19 W/m2k

SSL to S/O

2337

Proposed External Wall - Horizontal timber cladding (To client's choice) - 25mm Treated batten, - Breather membrane, - 18mm OSB 3 Board, - Timber frame to SE's specification with 120mm Ecotherm Eco-Versal insulation, - Vapour control layer, - 25mm Service batten, - 12.5mm Wallboard plasterboard, - Skim coat to finish.

Proposed External Wall: (Blockwork with render finish) K-rend LW1 render system: - 16-20mm one coat coverage (white), - 100mm Medium dense blockwork, - 100mm cavity with 90mm Ecotherm Eco-Cavity Full Fill insulation with 10mm residual cavity, - 100mm Medium dense blockwork, -Vapour control layer, -15mm Adhesiv dot and dab, - 12.5mm Wallboard plasterboard, - Skim coat to finish.

U value = 0.19 W/m2k

Blockwork Proposed foundation to SE's specification

Proposed airbrick with telescopic vent

Proposed soldier course facing brick

Proposed Section B 1:20

Proposed foundation to SE's specification

Amendments c d

New beam and block Ceiling height revised

by

KC KC

Date

16.04 06.05

CROFT ROAD

PROPOSED FRONT PORCH DRAWING

[Individual] [Vectorwork]

Render carrier board with matching render system

100x100 Timber post

724

Timber cladding soffit to client's choice (TBC) 150x50mm Timber Joist Timber wall plate to be fixed with resin anchor

Section AA

110

100x100mm Timber post

2 no. 150x50mm Timber Joist

Timber wall plate to be fixed into the as built timber frame

Existing Timber Fence

Existing Timber Fence Post Section BB

Proposed Ground Floor Plan 1:20

400x400 mm

Code 4 lead flashing 150mm above canopy

Canopy build-up: - GRP roofing, - 18mm Marine Plywood, - Treated timber firrings (1:80 gradient), - 150x50mm Timber Joists @400 c/c, - Timber Cladding to client's choice.

1:80 fall

Proposed Section BB 1:20

Render carrier board with matching render system GRP roofing

100x100 Timber post

Aluminium drip edge trim 18mm Marine plywood deck Treated timber firrings Render system by

Amendments

Date

Render carrier board

c a b

2 no. 150x50mm Timber Joists

Drainage gap 100x100 Timber post Timber cladding soffit to client's choice (TBC)

d

Job Title

072/JLCR

g

Proposed Porch

h

Scale: 1:20 @ A2 Drg.No: ADS-012-BC

Issued to: Client/LA Status: Building Regulation

400x400 mm

Date: 07.09.21

Proposed Section Detail 1:5

f

Building Regulation

Drawn by: KC

Proposed Section AA 1:20

e

ADS Architectural Design Services (UK) Ltd Southsea, Hampshire 07712 516265

Distan 2303

D 63

PROPOSED DRAINAGE LAYOUT

45.0

0°

This section of pipe will run below

the block, below the beam [Individual] Built brick and block wall

0°

[Vectorwork]

Pipe Invert level at the end point: 545mm from Existing DPC

782

220

CROFT ROAD

e: nc ta mm s i D 757 1 45.0

Proposed Ground Floor

2295

Existing pipe

670

Existing manhole Invert level: 648mm from Existing DPC

SVP A (Original proposed)

SVP B (Alternative)

Distance: 2303mm

Dist a 635 nce: 8mm

This section of pipe will run below the block, between the beam (Runs parallel with the floor beams)

6344 End of existing pipe to SVP A

SVP B

782

Existing pipe

23

Pipe Invert level at the end point: 545mm from Existing DPC

Existing manhole

670

Existing manhole Invert level: 648mm from Existing DPC

290

Floor build up - 65mm fibre reinforced screed, - 70mm Ecotherm floor insulation, -155mm beam and block, (100mm block & 155mm beam)

Proposed Section

1in40 Fall

This section of pipe will run below the block, between the beam (Runs parallel with the floor beams)

782 2295

Existing pipe

6344

Y connection to SVP B

545

Built brick and block wall

0°

Proposed Ground Floor

Y connection to existing pipe

Existing DPC level

220

0°

This section of pipe will run below the block, below the beam

2303

648

45.0

e: nc ta m is 7m D 75 1 45.0

1757

Y connection point (45degree) Existing pipe This section of pipe will run below the block, below the beam

SVP A

ALDWICK ROAD BOGNOR REGIS, WEST SUSSEX

PHOTOREALISTIC CARD MODEL RENDER

[Individual] [Sketchup + Blender render]

ALDWICK ROAD BOGNOR REGIS, WEST SUSSEX

PHOTOREALISTIC CARD MODEL RENDER

[Individual] [Sketchup + Blender render]

ALDWICK ROAD BOGNOR REGIS, WEST SUSSEX

PHOTOREALISTIC CARD MODEL RENDER

[Individual] [Sketchup + Blender render]

ALDWICK ROAD BOGNOR REGIS, WEST SUSSEX

VISUAL

[Individual] [Sketchup + Blender render + Photoshop]