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Gulf Bearing-LR 950929TE(:HNOLOGIES IN(: Maxim Tech.. Southwestern Labs 2575 Lone Star Dr. · P.O. Box 224227 Dallas, Texas 75222 Telephone: (214) 631-2700 FAX: (214) 920-1891 REPORT OF STRUCTURAL STEEL INSPECTION CLIENT: Gulf Bearing, Inc. Attn: Ross Ramsey 501 Industrial Blvd. Grapevine, TX 76051 PROJECT: Gulf Bearing Coppell, Texas CLIENT NO.: 3200037 REPORT NO.: 25596A DATE OF SERVICE: 9/21/95 AUTHORIZATION: Joe White REPORT DATE: 9/29/95 SERVICES: Perform structural steel inspection as detailed below. REPORT OF TESTS Drawings Utilized: Structural Steel Locations/Items Inspected: Roof Level Framing Discrepancies/Comments: The following items were visually inspected at this time· Joist seat welds visually determined to be compliant between column lines A to H and 5 to 7. * Joist bridging. There are questions concerning the (4) rows of bottom chord horizontal bridging. Is the bridging required at the first panel point at each end of joist. The structural and vulcraft drawing require this additions. Metal decking installation of screw attachments to joist supports and side laps wer visually determined to be compliant form column line D to H and 3.4 to 5.1. * Discrepancies Time: 12:00 pm to 3:30 pm Technician: Randy Walcker NDE-Level II Report Distribution: MAXIM TECH.,SOUTHWESTERN LABS (1) Gulf Bearing, Inc. (1) Gromatzky, Oupree & Associates ~/ (1) Brockette, Davis, Drake (2) Rogers O'Brien F King Cook, P.E (1) city of CoppeLL ' ' lO~qgtSC'ty of Copp~l.[ Our etters and reports are for the exc ue ye use ofthe client .to whom they are addresesd a.n.d sh~ll not .be _repr.oduced ex. cern Iq ~u w~Hot~ the approval of the testing mboratory: ~ ne use OT pu!'.na.m, e m,u%t receive..,our wt, ~en ap@.rovm..uu.r ~e~te.r~..ano re~,o~s apply only to the sample tested ~d/or ins~ecteo, and are not m~mat~ve o~ the quantmes o~ apparently ident~c~ or mmnar proouct$. TECHNOLOGIES INC Maxim Tech., Southwestern Labs 2575 Lone Star Dr. · P.O. Box 224227 Dallas, Texas 75222 Telephone: (214) 631-2700 FAX: (214) 920-1891 REPORT OF ROOFING INSPECTION CLIENT: Gulf Bearing, Inc. Attn: Ross Ramsey 501 Industrial Blvd. Grapevine, TX 76051 PROJECT: Gulf Bearing Coppell, Texas CLIENT NO.: 3200037 REPORT NO.: 31009 DATE OF SERVICE: 9/22/95 AUTHORIZATION: ongoing REPORT DATE: 9/28/95 SERVICES: Perform roofing inspection as detailed below. REPORT OF TESTS A brief roof inspection was performed on this date. The roofing crew was not on site due to high wind conditions. Approximately 220 squares of the roof insulation and .45 ML EPDM membrane were in place. Serveral areas of the lap seams were marked with chalk for repairs. (Marked by others) Application appeared to be as specified. One possible deficiancy was brought to the attention of the Rogers O'Brian superintendent. The rain water was traveling the metal flutes under the newly applied roof. The insulation could become wet if the water is confined in the flutes. Time: 2:00 pm to 4:00 pm Technician: Alan Spilles Report Distribution: MAXIM TECH..SOUTH.W~STERN (1) Gulf Bearing, [nc. (1) Gromatzky, Dupree & Associates (1) Brockette, Davis, Drake (2) Rogers O'Srien F. King Cook, P.E. (1) City of Coppell lO[19)jsCity of Col:~e[[ Our letters and reports are for the exclusive use of_the client.to whom they are ad, dressed a. nd shall not .be _repr.o.d. uced ex. cept Iq full without the approval of the testing laboratory. ~ne use o! pu.r, na.m, e m.u?t~ recmv.e.~,o, ur apply only to the sample tested and/or inspecteH, and are not indicative o! zne quammes LABS TECHNOLOGIES INC Maxim Tech.. Southwestern Labs 2575 Lone Star Dr. · P.O. Box 224227 Dallas, Texas 75222 Telephone: (214) 631-2700 FAX: (214) 920-1891 REPORT OF STRUCTURAL STEEL INSPECTION CLIENT: Gulf Bearing, Inc. Attn: Ross Ramsey 501 Industrial Blvd. Grapevine, TX 76051 PROJECT: Gulf Bearing Coppell, Texas CLIENT NO.: 3200037 REPORT NO.: 25601A DATE OF SERVICE: 9/23/95 AUTHORIZATION: .Toe [,Thite REPORT DATE: 10/02/95 SERVICES: Perform structural steel inspection as detailed below. REPORT OF TESTS Drawings Utilized: Locations/Items Inspected: Discrepancies/Co~ents: Structural Steel Roof level metal decking inspection between column lines A to D and 3.4 to 5.5. Attached screw installation at metal decking to joist supports and also at side laps were visually determined to be compliant. Time: 6:30 am to 10:30 am Technician: Randy Walcker NDE-Level II Report Distribution: MAXIM TECH.,SOUTHWESTERN LABS (1) GuLf Bearing, Inc. (1) Gromatzky, Dupree & Associates (1) Brockette, Davis, Drake (2) Rogers O'Brien F. King Cook P.E. (1) City of Coppet[ ' (1) City of Coppe[[ 1099 JS Our letters and reports are for the exclusive use of the cent to whom they are addressed and shall not be reproduced except in full without the aoproval of the testing ai3oratory Tl~e use of ourname must receve our wrtten approva. Our letters and reports apply onty to the sample tested and/or inspected, and are not nO cat ve of the quantities of apparently identical or similar products. TECHNOLOGIES INC Maxim Tech.. Southwestern Labs 2575 Lone Star Dr. · P.O. Box 224227 Dallas, Texas 75222 Telephone: (214) 631-2700 FAX: (214) 920-1891 REPORT OF STRUCTURAL STEEL INSPECTION CLIENT: Gulf Bearing, Inc. Attn: Ross Ramsey 501 Industrial Blvd. Grapevine, TX 76051 PROJECT: Gulf Bearing Coppell, Texas CLIENT NO,: 3200037 REPORT NO.: 25602 DATE OF SERVICE: 9/24/95 AUTHORIZATION: Joe White REPORT DATE: 10/02/95 SERVICES: Perform structural steel inspection as detailed below. REPORT OF TESTS Drawings Utilized= Locations/Items Inspected: Discrepancies/Comments: Structural Steel Roof level metal decking inspection between column lines ~ to D and 5.5 to 7. ~ttached screw installation at metal decking to joist supports and also at side laps were visually determined to be compliant. Time: 2:00 pm to 6:00 pm Technician: Randy Walcker NDE-Level II Report Distribution: MAXIM TECH.eSOUTHWESTERN LABS (1) Gutf 8earing, Inc. (1) Gromatzky, Dupree & Associates (1) Brockette, Davis, Drake (2) Rogers 0'Brien F King Cook, P.E. (1) City of Coppelt ' ,0~ls)jsCity of Coppe[t our letters and reports are for the exclusive use of_the client .to whom they .are ad. dressed a~n. cl shall not ,be !epr.oduced ex. cept in. ful without the approval of the test ng aboratory. ~ne use o~ oumam, e m.us~ rece~ve...our w!itten apl~.rov, e.t...uu.r ~ette.rs .ano rep. oqs apply only to the sample tested and/or inspecte~:l, and are not indicative oT the quantmes oT aoparent~y ~oen~ca~ or slmiar proaucm. TECHNOLOGIES INC Maxim Tech. · Southwestern Labs 2575 Lone Star Dr. · P.O. Box 224227 Dallas, Texas 75222 Telephone: (214) 631-2700 FAX: (214) 920-1891 REPORT OF STRUCTURAL STEEL INSPECTION CLIENT: Gulf Bearing, Inc. Attn: Ross Ramsey 501 Industrial Blvd. Grapevine, TX 76051 PROJECT: Gulf Bearing Coppell, Texas CLIENT NO.: 3200037 REPORT NO.: 25592 DATE OF SERVICE: 9/20/95 AUTHORIZATION: Joe White REPORT DATE: 9/29/95 SERVICES: Perform structural steel inspection as detailed below. REPORT OF TESTS Drawings Utilized: Structural Steel Locations/Items Inspected: Roof Level Framing Di screpancies/Comments: The following items were visually inspected at this time. Reinspection of joist seat welds along column line H-1 to H-6, welding determined to be compliant. * Metal decking installation between column lines D to H and 1 to 3.8, screw attachments to supports and at side laps were determined to be compliant * with the exception of the last sheet adjacent line H-1 to H- 3.8, (not installed at this time). The erector has not welded the deck support angle to the wall embed plate in the same location as noted above. * Discrepancies Time: 6:30 am to 10:00 am Technician: Randy Walcker NDE-Level II Report Distribution: MAXIM TECH..~OUTHWESTERN LABS (1) (~uLf Bearing, Inc. ~ /-/// (1) Gromatzky, 0upree & Associates (1) Brockette, Davis, 0rake (2) Rogers O'SrJen F KiNg VCook, P E (1) City of Copper[ ' ' Our letters and reports are for the exclusive use ofthe client .to wflom they .are addressed ~.n. cl shall not .be _repr.od. uced ex. copt In. fu without the approva of the test ng laboratory, i ne use ol' ourname m,usz receive ,our wt. ir~en aop.roya3. .uu.r lOtto.rs .and rep, or~,s apply only to the sample tested and/or inspected, and are not indicative or the quantities o1' apparently ioe~lca! or s~mi~ar proouc[s.