Kontrol Engineering Ltd.

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STRUCTURAL REVIEW / INSPECTION OF bop
2667 Kinasway Avenue ., Port Coquitlam re _
OBSERVATIONS & RECOMMENDATIONS ( Continued ) yo
2 External stair-cases are not safe . They must be |
replaced immediately. Note the support structure over ob
the East stair-case has to be replaced too. ;
3 The cracks in the slab on arade .are of mo major |
structural importance. However to reduce water seepaqe
theses cracks must be made qood.- . |
4 The ground level on the North side should: be reqraded ee ee
with a a minimum of about three feet of level around - | oy
adjoining the building. | ,
a i. 2
; |
CONCLUSION. | - ; . PY oye |
1 The. building is generally adequate to support the | ee
vertical and lateral loads , however the deficiencies cen
listed above must be made good immediately. : ee eee
2 The s:ructural components were inspected only at few fe ee
selected locations. Therefore the repair work specified ae a
above must be inspected by a Professional Enaqineer .to | | vere eae
ensure that any additional deterioration is detected at pele “
that stage 7 | po pe as
If you require any further information ,please do not : ;
hesitate to call our office. i
Yours truly.
Kontrol Engineering Ltd.,. ' ;
Sharat Chande P.Ena. : - :

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Building Inspector[. City of Pprt Coquitlam ae

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