Northlake 635(5)-LR000519REPORT OF ROOFIN " NSPECTION
Date of Service: 05/15/2000
Client No.: 85229000
Client: Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Report No.: 0012893
Project No.: 94991456
Project: Coppell C,
1221 S. B~
Coppell, ~[
Services: Roofing inspection.
On this date, an HBC Engineering representative arrived at the above
jobsite as scheduled for roofing inspection. Representatives from HE(
Johns/Manville, O'Brien & Associates, Butler Construction and HBC Eng]
to discuss the upcoming roof application for Buildings A and B. The
items were discussed.
2 o
3 o
The system will be constructed with a Johns/Manville four p
system, aggregate ballast, 1-inch perlite (mechanically
attached), four plies of fiberglass felts and a modified SB:
flashing.
The roof is required to have a 1-60 wind up lift rating.
However, the specifications do require that the fastener
quantity be increased by 1.5 in the corners.
The additional two plies of fiberglass flets will be requir~
at all vertical flashing areas.
The seam laps at the vertical flashing and top edge areas
will require a 6-inch webbing with roof cement (three cours~
Scuppers are to be 2 inches below the drain ring. HBC
cautioned that this has been a problem with tilt wall panel:
in placement. The contractor advised that corrections woul.
be made if warranted.
The curbs will be constructed in the field and will be
constructed of wood.
This repot, is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writte
99SS Pa-e 1 of 2
a division of'ffmmcnn
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
05/19/2000
)mmerce Center
~,ltline (Bldg. A)
exas
'eferenced
Roofing,
.neering met
!ollowing
.y
d
approval of HBC Engineering, Inc.
Report No.: 0012893
10.
Per HEC, due to supply problems with asphalt, a letter has
been submitted to Johns/Manville to pre-approve an additions
asphalt brand to insure that the contractor has the material
needed to complete the project.
Tentative start up date is Monday, May 22, 2000. The
contractor will be on the jobsite at approximately 6:30 a.m.
daily and will work approximately 9 to 9.5 hours daily.
Saturday's will be utilized only if weather has halted work
during the week. Estimated days to dry-in are 19 working
days on Building A and 11 days on Building B.
HBC will be responsible for random spot checks. Johns/
Manville will inspect the system twice during applicaiton.
HBC did receive a copy of the approved submittals on this
date.
Technician Time: 4 hours - J. Halverson/Williams
Technician: Terry L. Smith
Report Distribution:
(1) Transwcstem Property Company
(1) O'Bricn & Associates
(1) Technistructures, Inc.
(1) Butler Construction
(1) City of Coppell
(1) City of Coppell
~ En
Paul
Seni<
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writte~
99SS Pa~e 2 of 2
D. Smith, P.E.
Project Engineer
~pproval of HBC Engineering, Inc.