Gateway BP(3.1)-LR070830
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:
Transwestern Commercial Services
5001 Spring Valley
Dallas, TX 75244
Report of Reinforcing Steel Inspection
Report No.: 296496
Project No.: 0712786
Date of Service: 08/22/2007
Report Date: 08/30/2007
Project: Gateway Business Center
Coppell, Texas
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Paving, area G, part 1, osuth of building 2 and leave outs for building 1.
Item s Inspected Co nfo rm ing Non Item 5 Ins pected: Co nfo rm ing Non Item s Inspected: Conforming Non
Conforming Conforming Co nlo rm ing
P lacing Drawings Bar Length Column Ties Properly
Appro ved x and Shape x Tied and Spaced NA
Bar Size x Proper Bar Placement o_ x Stirrup Spacing NA
~- --- --- ...._" ---,,---"'-"'-r" ... "-.-..
Bar Grade x Pro perly Tied x stirrup Type NA
Bars Clean x Dowel Bars in Place x Lapped Splices x
Form Clean x Pro per Bar Suppa rts x Corner Bars NA
NumberofBars x ProperCover x Mechanical Splices NA
Discrepancies I Comments:
No apparent discrepancies were noted at the locations listed above,
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 cDntrDI. Our letters and reports are
for the exclusive use of the clients tD whom they are addressed and shall not be reproduced except in full withDut the written approval Df Rone Engineering Services, Ltd.
(TM/LB) 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:
Transwestern Commercial Services
5001 Spring Valley
Dallas, TX 75244
Report of Reinforcing Steel Inspection
Report No.: 296990
Project No.: 0712786
Date of Service: 08/27/2007
Report Date: 08/30/2007
Project: Gateway Business Center
Coppell, Texas
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Paving, parking lot, southwest section, southwest of building 2.
Item s Ins peeled co nfo rm Ing Non Items Inspected: Co nfo rm ing Non Item sIns peeted' Conforming Non
Conforming Co nfo rm ing Co nfo rm ing
Placing Drawings Bar Length ColumnTies Properly
Appro ved x and Shape x Tied and Spaced NA
Bar Size x Proper Bar P lac,:,!,_~_ x Stirrup Spacin9.. NA
--_.. -- -- _>.. ---_.-~._.. ..-- .- -.. ._------- _.u__ -- ~--_. _._- _. -----:- --"-'..-'.-.'-' ,~_."
I .
BarGrade x Pro perty Tied x Stirrup Type NA
Bars Clean x Dowel Bars in Place x Lapped Splices x
Form Clean x Proper Bar Suppa rts x Co mer Bars NA
Numberaf Bars x ProperCover x Mechanical Splices NA
Discrepancies / Comments:
No apparent discrepancies were noted at the locations listed above.
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.
(TMlLB) 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:
Transwestern Commercial Services
5001 Spring Valley
Dallas, TX 75244
Report of Structural Steel Inspection
Report No.: 606737
Project No.: 0712786
Date of Service: 08/22/2007
Report Date: 08/30/2007
Project: Gateway Business Center
Cappell, Texas
Services: Structural Steel Inspection
Report of Inspection
Structural Fram ing
Location:
2nd floor fram ing, visual weld and bolt tension verification, partial inspection, building 1, grid
lines 1.19/A-E.
I r.... n: ;; Ii :w t ! (' ,-. j~ ~ ~i :l n t I A W ~ n 1 1
Code
- .. " , - , I -
. .~.... -'7 " -...~ ... .. ...--.....-..,.. - .~. ....,
Bolt Tension Verification: Beam to Beam x x x
Bolt Tension Verification: Beam to C 0 I u m n x x x
Bolt Tension Verification: Girder to Colum n
Weld Profile x x x x
WQT's Structu ral
Visual Touch-Up Paint Verification
AI!=: C
J~h S "'!"':'"
Com m ents:
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.
(TMILB) Page 1 of 4
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:
Transwestern Commercial Services
5001 Spring Valley
Dallas, TX 75244
Report of Structural Steel Inspection
Report No.: 606737
Project No.: 0712786
Date of Service: 08/22/2007
Report Date: 08/30/2007
Project: Gateway Business Center
Coppell, Texas
Services: Structural Steel Inspection
L 0 c a ti 0 n'
Bar J 0 is ts
Perimeter angle, buildings 1 and 2, visual weld verification.
Non Cod e
Com p lia nt Compliant AWS D 1 .1 S J I Job Specs
Joist Seat Bearina
Visual Weld Verification x x x
Horizontal Bridaina
D iaaonal B ridaina
Botto m C h 0 rd S ta b iliza tio n
JoistSoacina
'-F' el+mtne:'f:'tiO-or-q e !\ n q If.: '<i~j e ili 1"v'-~tr'n;crii1rn ----- ..- --~-- - , ' ,- . - Xc _._- ^~ ---_.- -
W Q T's S tructura I
Visual Touch-Up Paint Verification, BarJoist
Welds at S tru c tu ra I F 100 r F ra m in a Ass e m b Iy
Comments:Perimeterangle notwelded atallrequired 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/LB) Page 2 of 4
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:
Transwestern Commercial Services
5001 Spring Valley
Dallas, TX 75244
Report of Structural Steel Inspection
Report No.: 606737
Project No.: 0712786
Date of Service: 08/22/2007
Report Date: 08/30/2007
Project: Gateway Business Center
Cappel I, Texas
Services: Structural Steel Inspection
She e IDe c k A Ita c h men 110 S Iru c tu ra IF ra m in g
Location:
Building 1, roof deck weld and Tek screw verification, grid lines 1-19/A-E
deck weld and Tek screw verification. qrid lines 1-17/A-E
Building 2, roof
Non C ode
C om pliant C omoliant AW S D 1 .3 S D i Job Specs
Vis u a I Veri fi c a Ii 0 n P u d d Ie W e Id s x x x x
VisualVerification P ow der A cluated
V isua I V e rifica tio n Pneum a Ii c
V isua I V e rifica lio n T e k Sere w s at Sid e
Lap s x x x
Sheet D e c k M e c h ani cally Faslened with
Self Tap pin g Sere w s
- , ,
" I U e L d ~ -> Wi e (; il d (I i C d 11y L rj III p e: J .. ,
S he e t D e c k Inle rio r A tta chm e nl Pattern x x x x
S he e t D e c k P e rim e te r A tta c h m en t P a lie rn x x x x
N e Is 0 n S tu d Verification
W Q T's She e I S te e I
Comments:Welds missing, incomplete fusion and Tek screws nol installed al side laps at various
locations. Block outareas not inspected atthis lim e.
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/LB) Page 3 of 4