Retail and Office building

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Date Project numberwww.autodesk.com/revit

STATUS PURPOSE OF ISSUECODE SUITABILITY DESCRIPTIONDRWAING NUMBER REV

PROJECT CLIENT

SHEET

16/0

5/20

14 0

9:05

:27

ADJACENT BUILDINGProject Number

276CAB JYOTI PRASHARIssue Date

Author

CheckerA110

No. Description Date

ADJACENT BUILDING 1:200

-

---

-

-- -

27

78

6

HILL STREET

12

68

8St John the

25

188

10

79.2m

14 to 18

LB

4980

PO

66She

lter

63

FLEET ST

Hospital

26

Belgrade Theatre

(site of)2

CORPORATION S

TREET

PH

PH

190

El Sub

Sta

Lidice

Baptist's Church

77 to

117 (

abov

e)

4

79.6m

82 to 96

2

75

65

Bank

Club

(site of)

61

BOND STREET

El SubSta

Spon Gate

Hill Gate

MerciaHouse1

to 9

6

Post

Bablake Boys'Monument

AlmshouseBonds Court

LB

TCBs

TCBs

TCB

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PROJECT CLIENT

SHEET1 : 800

16/0

5/20

14 0

9:07

:46

SITE PLANProject Number


Author

CheckerA101


1 : 800Site

Bus stops in front of thebuilding is ideal for peopleto get to one destination toanother. Bus stops couldresult in traffic and due to itbe so close to the buildingcould be disadvantage

Trees are to be retained by theCoventry City Council. Height areabout 15-20m

ADJACENT BUILDING

NEWLY BUILT COMMERCIALBUILDING FOR RETAILAND OFFICES

Pathway through the arcade

Hill street lies next to thesite and is quite withlimited traffic

NORTH

Fire exit for the building issituated opposite side ofentrance

Any vehicle access possible isonly from service road

Sun rises in the East and sets in the West

Prevailing winds blow fromthe South, South West andWest for a total of 55% ofthe time

DW

REF.

UP

UP

1

2

3

4

5

6

7

A B C D E F G H I J

8

65 m²703.8 SF

Reception Area1

57 m²618.3 SF

Loading Bay5

29 m²317.3 SF

Fire escape7

240 m²2583.8 SF

Cafe9

58 m²627.2 SF

Kitchen6

157 m²1693.2 SF

Retail8

11 m²118.7 SF

Ladies3

11 m²120.0 SF

Mens4

16 m²170.3 SF

Toilets2

CURVEDGLAZEDENTRANCE

ENTRANCE TO RECEPTIONAREA

FIRE EXIT

ADJACENT BUILDING

ELEVATOR

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PROJECT CLIENT

SHEET 1 : 200

16/0

5/20

14 0

9:01

:16

FLOOR PLANS- GROUNDProject Number


Author

CheckerA108


1 : 200GROUND FLOOR PLAN

UP

UP

1

2

3

4

5

6

7

A B C D E F G H I J

8

65 m²703.5 SF

Reception room10

11 m²119.3 SF

Ladies11

12 m²123.8 SF

Mens12

16 m²173.4 SF

Toilets13

80 m²861.5 SF

Board room14

30 m²317.6 SF

Fire escape15

607 m²6538.1 SF

Office space16

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PROJECT CLIENT

SHEET 1 : 200

16/0

5/20

14 0

9:01

:46

FLOOR PLANS- FIRSTProject Number


Author

CheckerA109


1 : 200FIRST FLOOR PLAN

CURTAINWALLINGSYSTEM

ADJACENT BUILDING

ELEVATOR

SAME ARRANGEMENT ON SECOND AND THIRD FLOOR

ROOF

THIRD FLOOR

SECOND FLOOR

FIRST FLOOR

GROUND FLOOR

GROUND BEARING CONCRETE SLAB

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PROJECT CLIENT

SHEET 1 : 200

16/0

5/20

14 0

8:59

:41

ELEVATIONSProject Number


Author

CheckerA105


BACK 1:200

LEFT 1:200 FRONT 1:200BRICKWORK

ENTRANCE TO RECEPTION AREA CURVED GLAZED ENTRANCE TO CAFE

Ground level

0

FIRST FLOOR PLAN

4000

1 2 3 4 5 6 7

SECOND FLOORPLAN

8000

THIRD FLOOR PLAN

12000

ROOF

16000

8

1A101

1A102

1A103

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PROJECT CLIENT

SHEET 1 : 100

16/0

5/20

14 0

8:58

:57

DETAIL SECTIONProject Number


Author

CheckerA104


1 : 100DETAIL SECTION1

Curtain wallingsystem

Stairsaccess fromreception area

Elevator

Parapet Ground bearing slab

curved glazedentrance

concrete columns

Screed Finish

Concrete slab

InsulationSeperation Layer

DPM linked to DPCCompacted sand blinding

Well compacted hardcore

SubsoilCavity fill below DPC

DPC min 150mm above

Perimeter insulation

Foundations to be 1:2:4 mix (cement, sharp sand, 20mmaggregregate) with slump wellcompacted and in layers and levelled. Drains passing throughfoundations to be seperatedfrom concrete to allow movement.

Excavations are to be dug to a minimum depth of 1m and to atleast the depth of the existing foundations and below the invert level of adjacent drains. Any trees, whether young, mature or removedwithin the last 12 years, that are within 30m of the proposed site may effect the final depth of the foundation.Final depths of excavations to be approved by a building control surveyor prior to placing concrete.

Brickwork

Blockwork

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PROJECT CLIENT

SHEET 1 : 5

16/0

5/20

14 0

8:56

:27

GROUND FLOORProject Number


Author

CheckerA101


Mullion section of cladding system Block lining wall

Column ofstructural frame

Structural floor

Stainless steel fixing bracket

Insulated panel

Neopreme seals

Insulatedcurtainwall infillpanel

Glazedcurtainwallingsection

Extrudedaluminiumcurtain wallframetied back tostructure

Void(possibleinsulated)

Closure piece/sill

Structuralcolumnof building

Sructural floor

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PROJECT CLIENT

SHEET 1 : 5

16/0

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14 0

8:57

:09

CURTAIN WALL SYSTEMProject Number


Author

CheckerA102


Rigid Insulation

Grout and reinforced parapet CMU as perstructural requirements

Backer rod

Perimeter of roof insulation wrapped in air control membraneto block airflow from roof to parapet

roof membrane

2 layers of insulation

Deflection space

Backer rod to fill deflection joint and debondwater and air barrier

fully adheredwater controlmembrane

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PROJECT CLIENT

SHEET 1 : 5

16/0

5/20

14 0

8:57

:46

ROOF PARAPET DETAILProject Number


Author

CheckerA103


Water, air and vapourcontrol membrane

Peel and sticktransition membrane:air and water control

Parapetflashing

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PROJECT CLIENT

SHEET 1 : 100

16/0

5/20

14 0

9:00

:48

SECTION CONTINUEDProject Number


Author

CheckerA107


1 : 100SECTION

BOARD ROOMFIRE STAIRS AND ESCAPE TOILETS (MEN AND WOMEN) ELEVATOR STAIRS RECEPTION AREA

FIRE EXIT OTHER SIDE OF ENTRANCE LOADING BAY ENTRANCE TO RECEPTION AREA

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PROJECT CLIENT

SHEET

16/0

5/20

14 0

9:03

:02

SECTIONS CONTINUED.Project Number


Author

CheckerA114


SECTION BACK

FIRE EXIT

TOILETS

BOARD ROOM

RECEPTION AREA

ELEVATOR

CAFE

CURVED GLAZED ENTRANCE

CURTAINWALLINGSTSTEM

RECEPTION AREA

Retail and Office building

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