CF-Cozby Library-LR 950206 E GEE Consultants, inc.
E I
2540 Glenda Lane * Suite 10g · Dallas, lexas 75229 · (214) 620-9791 · Fax (214) 620-97~4
ROOFING INSPECTION REPORT
Roofing Report No. 23 Page 1 of 1
Report Date: February 6, 1995 aoorm~ ~at~,~a~ C~,a
Inspection Date: January 31, 1995 Standine Seam Roof
Client: City of Coppell
Project: W.T. Cozby Public LibraW Simile Ply Rubber Membrane Roof
Contractor: Diversified Construction
Roofing Contractor: Berbice Corp., King of Texas
Identification: Standing Seam Metal Roof, Single Ply
Test Procedure: Visual Observations
Weather Conditions: Partly Cloudy
Ambient Temperature Range: 36°F
Number of Roofing Members: Rick with King of Texas, Sam with Berbic¢
Square Feet Laid: None
Description of Operations:
On this date, representatives of GEE Consultants, Inc. met with representatives of King of Texas and Berbice Corporation to perform a final inspection of the single
ply and standing seam roof systems.' The puqaose ofour observations were to determine conformance with plans and specifications. Observations and findings relayed
verbally to the above contractors are as follows:
1. Joint cover plates at perimeter coping of single ply system missing
2. Debris - heavy throughout single ply area
3. Lack of surface mourned metal counter flashing over EPDM membrane below Dormer windows, sealed with one pa~ urethane sealant. King of Texas stated
this is an approved detail. We questioned however the us,' of EPDM sealant.
4. Holes - in metal ledge cap at northeast dormer and around windows not completed.
5. Numerous random areas of poor securement of top clip at standing seams throughout main roof. Top clips should lock over standing seam panel cleats.
6. Incomplete flashing at northwest comer of northwest dormer. Masom'y work incomplete at this location.
7. Random areas of dispersed ballast in north EPDM section.
8. Small hole in EPDM flashing - north wall, northwest comer
9. Need to clean EPDM adhesive from west side of north skylights
10.. Openings at notches in radius fascia sections
'" 1 I. Waterproof integrity of metal roof system due to seam height in areas of less than 2~h/12 pitch at main radius sections an~i dormers. Heavier roof
maintenance of this area was discussed.
Our letters and reports are for the exclusive use of the client to whom they arc addressed. The usc of our name must receive our prior written approval. Our letters and reports
apply only to thc sarnplc tested and/or inspected, and are not necessarily indicative of the quantities of apparently identical or shriller products.
GEE Consultants, Inc.
Dallas, Texas
(214) 620-9791
Page 2
February. 6, 1995
12. Poor coverage at step flashing - west side of northeast dormer.
13. Notches in panel standing seams at radius change (rever~e curvature) areas above dormers.
14. Contractor to verify counter flashing in mortar joints on south side of south dormers.
cc: Gary Sieb - City of Coppell
Larry Davis - City of Coppell
Scott Johnson - Diversified Construction Services, Inc.
Jim Bullock - F & S Partners
Russell Williams - Brockette Davis Drake, Inc.
Technician: R.G.
Our letters and reports are for the exclusive use of the client to whom they are addressed. The use of our name must receive oar prior written approval. Our letters and reports
apply only to thc samplc tested and/or inspected, and arc not necessarily indicative of thc quantifies of apparently identical or similar products.