Duke Lesley 2A-LR071207
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.: 607216
Project No.: 0712932
Date of Service: 12/03/2007
Report Date: 12/07/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Structural Steel Inspection
Report of Inspection
C 0 lu m n Bas e P la te s
L 0 c a tio n: C 0 lu m n an c h 0 r bolt te n s io n and g ro u t ve rific a tio n , P a rtia I in s p e c tio n, grid
lines 1-5IA-J. Reportexception columns with orange paintare notready for
inspection.
Non Cod e
Compliant Compliant AW S D 1 .1 A IS C Job Specs
Anchor Bolt Tension Verification x x x
G ro u te d Bas e P la te s x x x
Com men ts
LIMITATIONS: The test results presented herein were prepared based upon the specific sampies 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.
(TMlKW) Page 1 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.: 607216
Project No.: 0712932
Date of Service: 12/03/2007
Report Date: 12/07/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Structural Steel Inspection
She e t D e c k A tta c h men t to S tru c tu ra IF ra m in g
Location:
Roof deck, partial random inspection, grid lines 1-7/A-J. Exception blocked out areas and
deck at anQles are not ready for inspection.
Non C ode
C om pliant C om oliant AW S D 1 .3 S J I Job S oecs
Vis u a I V e r i Ii c a ti 0 n P u d d Ie Weld s x x x x
Vis u a I V e r i fi c a ti 0 n Pow d erA c tu ate d
V is u a I V e rific a tio n Pneumatic
V isua I V e rifica tio n Tek Sere w s at Sid e
Lap s x x x
SheetDeck M e c h ani cally F a s Ie n e d with
Self Tap pin g Sere w s
S ide Lap s M echanicallv C rim ped
S heetDeck Interior A llachm ent Pattern
Sheet Deck Per i mete r A tta c h m entPallern
N e Is 0 n. S tu d Verification
W Q T's She e t S te e I
Com men ts :
Technician: Ron Cuba, CWI-97040341 Started: 02:45pm
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) AUn: Mr. Paul Byrne
(1-ec copy)
1-cc City of Coppell AUn: Mr. Lee Stone
1-cc City of Coppell AUn: Mr. Larry Davis
Finished: 07:00pm Rone Engineering
p~-~
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 use of the clients to whom they a,e addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(TMlKW) 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.: 607227
Project No.: 0712932
Date of Service: 12/05/2007
Report Date: 12/07/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Structural Steel Inspection
Report of Inspection
C 0 lu m n Bas e P la te s
Location:
Column anchor bolt tension and grout verification, grid lines 6-18/A-J and
columns with orange paint, grid lines 1-5/A-J noted on report #607216,
date d 1 2/0 3/07 .
Non Cod e
Compliant Compliant AWS D 1 .1 A IS C Job Specs
Anchor Bolt Tension Verification x x x
Grouted Bas e P la te s x x x
Com men ts
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.
(TMfKW) Page 1 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.: 607227
Project No.: 0712932
Date of Service: 12/05/2007
Report Date: 12/07/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Structural Steel Inspection
She e t Dee k A tta c h men t to S tru c tu ra IF ra m in g
Location:
Roof deck reinspection, grid lines 1-7/A-J, noted in report #607216, dated 12/03/07 and
b 10 c ked 0 uta re as.
Non C ode
C omoliant C omoliant AW S D 1 .3 S D I Job Soecs
V isua I V e rifica tio n P u d d Ie Weld s x x x x
Vis u a I V e r i fi cat ion Pow d erA c tu ate d
V isua I V e rifica tio n P neum atic
V Is u a I Veri fi c a Ii 0 n T e k S c re w s at Sid e
Lap s x x x
Sheet Deck M e c h ani cally F a s te n e d with
Self T a 0 pin 9 S c re w s
S id e Lap s M echanicallv C rim ped
S heetDeck Interior A ttachm en t Patte rn x x x x
Sheet Deck P e rim e te r A tla c h m entPattern x x x x
N e Is 0 n S tu d Verification
W Q T's She e t S te e I
Comments:
Technician: Ron Cuba, CWI-97040341 Started: 09:00am
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) Attn: Mr. Paul Byrne
(1-ec copy)
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
Finished: 12:45pm Rone Engineering
P-~
~
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 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/KW) Page 2 of 2