Duke Lesley 3C-LR071204
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freldrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Structural Steel Inspection
Report No.: 607189
Project No.: 0711530
Date of Service: 11/28/2007
Report Date: 12/04/2007
Project: Point West Office I
Services: Structural Steel Inspection
She e tOe c k A tla c h men t to S tru c tu ra IF ra m In 9
Location:
3rd floor, grid lines 1-9/A-P, roof, grid lines 1-18/A-P
Non C ode
C omoliant C o m 0 Ii a n I A W S D 1 .3 S D I Job Specs
Vis u a I V e r i fi cat ion P u d d Ie Weld s x x
V is u a I V e rific a lio n Pow d erA c lu a Ie d
V isua I V e rifica tio n Pneumatic
Vis u a I V e r i fi c a ti 0 n T e k S c re w s a I Sid e
Lap s x x
Sheet Deck Mechanically Fastened w ilh
Self T a 0 pin a S c r e w s x (3 rd ) x
S id e Lao s M e c h ani cally C rim 0 e d
S he e t D e c k In Ie rio r A Ita c h men t P a lie rn x x
S he e I D e c k Peri mete r A tla c h m enlPatlern x x
N e Is 0 n S lu d Verification
W Q T's SheetSleel
Com men Is 3 rd flo 0 r, Iln e 1 -9/A -P. In s p e c Ie d she a r s tu d san d weld s to be a m 10 p fla n 9 e s. Com p lIa n t.
Technician: D Wilcher CAWI-02040654 Started: 10:00am
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) Altn: Mr. Paul Byrne
(1-ec copy)
1-ec Duke Construction, LP Altn: Mr. Jason Sulzener
1-cc City of Coppell Altn: Mr. Lee Stone
1-cc City of Coppell Alln: Mr. Larry Davis
Finished: 02:00pm Rone Engineering
/~~~
K. Scott Watson, AET
Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive l!se of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(TMlJB) Page 2 of 2
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Structural Steel Inspection
Report No.: 607189
Project No.: 0711530
Date of Service: 11/28/2007
Report Date: 12/04/2007
Project: Point West Office I
Services: Structural Steel Inspection
Report of Inspection
C 0 lu m n Bas e P la te s
L 0 c a tio n: F 0 u n d a tio n , grid lin e s 1 -1 8/A -P .
Non Cod e
Compliant Compliant AWS 01.1 AIS C Job Specs
Anchor Bolt Tension Verification x x
Grouted Bas e P la te s x x
Comments:lnspected various locations.
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(TM/JB) Page 1 of 2