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JAN/19/43 Cedar Croft York Road Cliffe Selby YO8 6NU #12242 · JAN/19/43

Status: won   Value: £485.00

Address: Selby, YO8 6NU, United Kingdom   View on map ↗

Company: Mr & Mrs Abbott

Brief:

Single Storey Extension to Front of Dwelling House
Notes
23
Tasks
11
Invoices
0
Contracts
0
Inspections
0

Notes + New note

x
enquiry 2020-02-04 14:56:11
Completion certificate 18.09.19
enquiry 2019-09-19 15:39:41
Final certificate please megan
enquiry 2019-09-18 09:13:46
SEE ALSO DEC/17/27 NEEEDS INV
enquiry 2019-06-05 14:26:04
BAC 03/05/19 PD
enquiry 2019-05-09 13:43:50
Follow Up: Steel
enquiry 2019-04-08 10:56:55
Site Inspection: CLIFFE STEELS IN MARTIN 07801949430
enquiry 2019-04-03 17:02:12
Tried calling to reschedule from 2nd to 3rd but didn't answer.
enquiry 2019-04-02 11:09:38
Site Inspection: CLIFF ROOF INSPECTION MARTIN 07801949430
enquiry 2019-03-29 12:38:42
Call: Lintel 07801 949430
enquiry 2019-03-21 12:14:28
Follow Up: Ventilation
enquiry 2019-02-28 12:49:30
Site Inspection: CLIFFE FLOOR UP TP DPC 07801949430
enquiry 2019-02-28 11:49:36
Site Inspection: CLIFFE - Foundations - Between 11-12 - JB
enquiry 2019-02-19 13:48:38
Rang builder informed him of above inspection and need to avoid drainage tuning through te foundations h
enquiry 2019-02-19 13:46:34
From: Neil Harrison
Sent: Saturday, February 16, 2019 10:03 pm
To: 'Martin Murphy'
Cc: info JAB
Subject: Cedar Croft, York Road, Cliffe, YO8 6NU

Hello Martin, following my site visit this morning, I confirm the
recommendations given as follows..

Extension to lounge - The footings had been taken down to the underside of
the raft foundation to the main house. At this level a compact silty sand
exists. The sides of the trench did show fragments of brick, concrete and
tile, however at the base these could not be detected, and due to the very
compact nature of the soils, a footing is appropriate as the ground bearing
pressure beneath at footing to the single storey extension will be very
similar to the underside of the raft to the two storey parts, thus a level
of consistency will be achieved.

My disturbance of the trench base surface needs to be cleaned out and the
sides squared up to increase the width by approximately 50mm each side,
concrete may then be poured.

Porch extension - a number of drains exist in the trenches. Where the drain
runs parallel to the trench, this should be increased in width to provide at
least 200mm concrete to each side of the protected drain. Drain to be
protected using 50mm Kingspan or similar.

The above recommendations will minimise the chance of differential
settlement and any initial consolidation that might occur will not be of a
serious structural nature.

Kind regards

Neil


Neil Harrison, I. Eng, AMI Struct E
Structural & Building Design
Little Cote Barn
Arram
Beverley
East Yorkshire, HU17 7NR
Tel/Fax 01964 550065 / Mobile 07770 985751
enquiry 2019-02-18 10:46:12
Rang agent left message sent photo of our site inspection requested call back asap
enquiry 2019-02-14 11:39:56
07801949430
enquiry 2019-02-14 11:32:48
Site Inspection: CLIFFE - Excavations - 07801949430
enquiry 2019-02-14 11:24:07
Starting 7th February
enquiry 2019-02-01 10:50:47
IN Acceptance - 21/01/19
enquiry 2019-01-21 14:21:31
The project was marked as 'Won'
enquiry 2019-01-17 14:24:19
Site Inspection: CLIFFE - Foundations - John Watson
enquiry 2019-01-15 08:59:20
The project was created
enquiry 2019-01-14 16:35:56

Tasks

x
Due 2020-02-03 00:00:00 · ·
Final certificate please megan
Due 2019-09-18 00:00:00 · ·
Steel
Due 2019-04-08 00:00:00 · · Follow Up
CLIFFE STEELS IN MARTIN 07801949430
Due 2019-04-03 00:00:00 · · Site Inspection
CLIFF ROOF INSPECTION MARTIN 07801949430
Due 2019-03-29 00:00:00 · · Site Inspection
Lintel 07801 949430
Due 2019-03-21 00:00:00 · · Call
CLIFFE FLOOR UP TP DPC 07801949430
Due 2019-02-28 00:00:00 · · Site Inspection
Ventilation
Due 2019-02-28 00:00:00 · · Follow Up
CLIFFE - Foundations - Between 11-12 - JB
Due 2019-02-19 00:00:00 · · Site Inspection
CLIFFE - Excavations - 07801949430
Due 2019-02-14 00:00:00 · · Site Inspection
CLIFFE - Foundations - John Watson
Due 2019-01-15 00:00:00 · · Site Inspection