Duke Lesley 2A-LR071213
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 1&5, 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.: 607254
Project No.: 0712932
Date of Service: 12/11/2007
Report Date: 12/13/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Structural Steel Inspection
Report of Inspection
Bar J 0 is ts
Location: Bar joist weld pia cern e nt only, 9 rid lines 1-7 JA-L, girder to colum n weld p lacem ent only, ra ndo m
ins pee ti 0 n .
Non Code
Com p Ii ant C om pliant AWS 01.1 S JI Job Specs
JoistSeatBearina
Vis u a I Weld P la c em e n tOn Iv x x x
Horizontal Bridainq
DiaqonalBridaina
Bottom Chord Stabilization
JoistSpacina
Perimeter Edae Anqle Weld Ve rifica tio n
W Q T's S tructura I
VisualTouch-Up PaintVerification, BarJoist
Weld sat S tru c tu ra I F 100 r F ra m in q Ass em b Iv
Com men ts : 1 . F la 9 9 e dare a s not re a d y fo r ins p e c Ii 0 n. 2. Tie jo is I bolts nee d to beta c k weld e d at nut to
bolt.
Technician: Ron Cuba, CWI-97040341 Started: 03:00pm
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) Altn: Mr. Paul Byrne
(1-ec copy)
1-cc City of Coppell Altn: Mr. Lee Stone
1-cc City of Coppell Altn: Mr. Larry Davis
Finished: 07:00pm Rone Engineering
~~~
K. Scott Watson, AET
Project Manager
LIMITATIONS: The test results presented herein were pnepared 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 1
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.: 607246
Project No.: 0712932
Date of Service: 12/10/2007
Report Date: 12/13/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Structural Steel Inspection
Report of Inspection
She e tOe c k A tta c h men t to S tru c tu ra IF ra m in g
Location:
Roof deck weld and Tek screw verification, random inspection, grid lines 7-13/A-L and 13-
18/A-F,exception -oran;le painted areas.
Non C ode
C om pliant C om pliant AW S 0 1 .3 S D I Job Specs
Vis u a I V e r i fi c a ti 0 n P u d d Ie Weld s x x x x
V Isual Verification Pow d erA c lu ate d
V Is u a I V e r i fi c a ti 0 n Pneumalic
V is u a I V e rific a tio n T e k S c re w s a I Sid e
Lap s x x x
Sheet Deck M e c h ani cally F a s Ie n e d with
Self Tap pin g S c r e w s
S id e Lap s M e c h ani c a IIv C rim p e d
S he e t D e c k InteriorAltachm ent Pattern x x x x
S he e I D e c k PerimeterAttachm e n t Patte rn x x x x
N e Is 0 n S tu d Verification
W Q T's SheetSteel
Com men Is :
Technician: Ron Cuba, CWI-97040341 Started: 10:45am
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: 02:30pm 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 withoul the written approval of Rone Engineering Services, Ltd.
(TM/JB) Page 1 of 1
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 Reinforcing Steel Inspection
Report No.: 307658
Project No.: 0712932
Date of Service: 12/07/2007
Report Date: 12/13/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Leave outs and beams, grid lines 1.2/A-1.0/A.O, 1.0/A.O-1.0/L.O,
1.0/L.O-3.0/L.O
Item s Inspecled: Co nfo rm ing Non Items Inspected: Conforming Non Item s Ins peeled: Conforming Non
Conforming Conforming Co nfo rm ing
Plaoing Drawings Bar Length Column Ties Properly
Appro ved x and Shape x Tied and Spaced NA
Bar Size x Pro per Bar P lacem ant x Stirrup Spacing x
Bar Grade x Pro party Tied x Stirrup Type x
Bars Clean x Dowel Bars in Place x Lapped Splices x
Form Clean x Proper Bar Supports x Co mer Bars x
Numberof Bars x Proper Cover x Mechanical Splices NA
Discrepancies I Comments: 1. Trash and debris in placement area.
3. Tie down reinforcment at various locations. 4. Missing dowel bars.
2. Missing reinforcing steel at grid lines 1.0/A.O corner.
5. Add chairs. 6. Tie down stirrups at various locatiom
Discrepancies noted above were corrected prior to concrete placement.
Technician: Jose Villanueva Started: 03:30pm
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: 05:30pm 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/JB) Page 1 of 1