HomeMy WebLinkAbout30x100 Steel Garage 1998 TOWN OF MONTVILLE
)51)
Building Department
C4-t'
848-7166
APPROVED BUILDING PERMIT OR TRADES PERMIT
For 180 Days
Permit No: 13887-B Approval Date: 1/5/98 Expiration Date: 6/5/98
Estimated Cost: 60 ,000 .00 Fees: 358 .00 PRF: 52 .30 C .O: 25 .00
Owner: L) W Transport/Waddington Address: 66 Cross Road Tel :
Job Location: 33 Pequot Road
Code: 08
Contractor : W . Cox Associates Address: Westbrook
Tel : 399-9696
Stick Built: Modular Home: Manufactured Home:
Commercial : x
Addition: Garage: Car Port: Shed: Remodeling: Roofing:
Siding: Fireplace: Chimney: Windows:
Pool : Demolition:
Plumbing: Heating: Electrical : Air Conditioning: Gas:
Patio: Porch: Deck: Retaining Wall : New: x Repair/Replacement:
Type of material used/discription: steel building
Size: 30 ' x 100 ' x 20/20 '7' Type of Heat:
Fireplace:
No .of Stories: No . Rooms:
Breezeway:
No . Baths: Garage:
Use:
I hereby certify that the proposed work will conform to the Basic
Building Code and all other Codes as adopted by the State of Connecticut , and
the Town of Montville .
Applicant 's Signature: A ,A. 0 ,441b . ., Date: //I'M//
If signed by Contractor , type of license/registr tion & No: no3o54
Building Official 's Signature:
�� Date:// I/5- 9C3
Date of Health Dept . Approval : / i �'�CL�'
Date of Zoning Approval :
THIS IS TO INFORM YOU THAT UNDER THE CONNECTICUT AMENDMENT OF THE
BUILDING CODE, SECTION 119 .3 A CERTIFICATE OF OCCUPANCY IS REQUIRED PRIOR TO
ANY USE OF THE STRUCTURE.
A MINIMUM OF 24 HOUR NOTICE TO THE BUILDING DEPARTMENT IS REQUIRED FOR
INSPECTIONS.
T
ADVANCED ENGINEERING TECHNOLOGIES, INC.
200 ROWE AVENUE• MILFORD, CT 06460•TEL: 203/878-2765• FAX: 203/878-1504
February 12, 1998
14S12298
W. Cox Associates, Inc.
P.O. Box 919
Uncasville, CT 06498
Re: D.W. Transport & Leasing, Inc.
33 Pequot Road
Uncasville, CT
Sub: Special Inspection Report
Site for the above referenced project was visited on Thursday, 02-12-98.
The purpose of this visit was introductory. During this visit the Owner, David Waddington, was met.
The special inspection scope of services were discussed with him. Statement of special
inspections was given to the Owner.
Concrete foundation has been placed. Soil has been backfilled up to finished grade and along
foundation walls. Steel beams and columns have been erected and bolts are fully engaged.
Advanced Engineering Technologies, Inc.,
r At
.-'�-Ge-(,'", --SatlG��' iii 0
F r•
Steve Santos ; �;:� � ��\
4
t r * i t41bb81 *
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302\e/C
,.,,I/CENSC9 4,1
Kareem Adeeb, Ph.D., P.E. Ra��, ��' �,,`
2cc Client
rtttlri lttei�`�e
1cc Town of Montville
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ADVANCED ENGINEERING TECHNOLOGIES, INC.
200 ROWE AVENUE• MILFORD, CT 06460•TEL: 203/878-2765• FAX: 203/878-1504
February 19, 1998
14S12398
W. Cox Associates, Inc.
P.O. Box 919
Uncasville, CT 06498
RE: D. W. Transport & Leasing, Inc.
33 Pequot Road
Uncasville, CT
SUB: Special Inspection Report
Site for the above referenced project was visited on Thursday, 2-19-98 in order to
ascertain that various construction activities conform to contract documents and that
required testing and inspections are being performed.
During this visit, the superintendent, Bill Cox was met while various construction
activities were being performed. These included installing metal siding and insulation
on structural steel members.
The special inspection scope of services were discussed with superintendent.
Superintendent stated that steel inspector was on site on 2-13-98 inspecting steel
member connections.
Advanced Engineering Technologies, Inc.
--- A.✓ •QEF M AS '•,,
Steve Santos , 'SIT F�( C, JCc�c�( (-z �iba�i
Kareem Adeeb, Ph.D., P.E. ''''`SS/04AL V'..,•\.1/4�
err/lit,ilin1Si'"
2cc: Client
1cc: Town of Montville
T
ADVANCED ENGINEERING TECHNOLOGIES, INC.
200 ROWE AVENUE•MILFORD, CT 06460•TEL: 203/878-2765•FAX: 203/878-1504
February 19, 1998
14SI2398 R*
W. Cox Associates, Inc.
P.O. Box 919
Westbrook, CT 06498
RE: D. W. Transport & Leasing, Inc.
33 Pequot Road
Uncasville, CT
SUB: Special Inspection Report
Site for the above referenced project was visited on Thursday, 2-19-98 in order to
ascertain that various construction activities conform to contract documents and that
required testing and inspections are being performed.
During this visit, the superintendent, Bill Cox was met while various construction
activities were being performed. These included installing metal siding and insulation
on structural steel members.
The special inspection scope of services were discussed with superintendent.
Superintendent stated that steel inspector was on site on 2-13-98 inspecting steel
member connections.
Advanced Engineering Technologies, Inc.
\,``1111111 sIltrrr�"'i
�`•�(0 SEM AU'" A��
Steve Santos
co
cf #rlbb8l J
*
(e( Ct,
Kareem Adeeb, Ph.D., P.E.
2cc: Client
1 cc: Town of Montville
* Revised to Show correct client's address.
i/I^li►
` et) MATERIALS TESTING, INC.
( •
200 ROWE AVENUE • MILFORD, CONNECTICUT 06460 • (203)878-2765
11th' 871 STAFFORD ROAD • EAGLEVILLE, CONNECTICUT 06268 • (860)487-1972
NVLAP ACCREDITED DATE: 01-16-98
#0320
REPORT: S-1000
CLIENT: P & H Construction AMBIENT TEMPERATURE:
P.O. Box 164 33°F
Uncasville, CT 06382 u��r,�
WEATHER: Cloudy\ .tI h",i ,,,�
PROJECT: D. W. Transport & Leasing, Inc. ����';�� fF�•;�G
33 Pequot Road 4 -4 a
Uncasville, CT — t 11 j
SUBJECT: CONCRETE PLACEMENT INSPECTION 2 -14' I
Concrete Placement Locations: Foundation walls line E from 5 to 6' east of 3 line' fPU") from
5 to 11' east of 3 line and line 5 from A to E.
Total Concrete Yardage This Date: 15 cubic yards @ 3000 PSI
All reinforcing steel was properly placed in accordance with drawing: F-1 dated 11-18-97
/ corners A-5 and E-5.
Cylinders, slump and air content were performed and are as reported on Compression Test
Result Sheet. This report will follow when compression strength test results are known.
Remarks: *Corner bars were heated and bent. This was reviewed with the Client and W. Cox
Associates of Westbrook. The representative from W. Cox approved the use of the corner bars
as installed. Client was requested to provide cold weather protection for curing concrete.
Materials Testing, Inc. Inspector,
Kenneth Bly
Frank A. Soucy
2cc Client
1 cc Town of Montville
1 cc W. Cox Associates
bmz
i!I^•I►
(714,71 MATERIALS TESTING, INC.
200 ROWE AVENUE • MILFORD, CONNECTICUT 06460 • (203)878-2765
" iø ' 871 STAFFORD ROAD • EAGLEVILLE, CONNECTICUT 06268 • (860)487-1972
NVLAP ACCREDITED DATE: 01-22-98
#0320
REPORT: S-1001
CLIENT: P & H Construction AMBIENT TEMPERATURE:
P.O. Box 164 24°F 000ii1iirii;/4,
Uncasville, CT 06382 .�` 4 GGNNFc''%,,�
WEATHER: Partly CI ,,F-m Aue .-i0
:
•
PROJECT: D. W. Transport & Leasing, Inc. = u) '' }
33 Pequot Road a 1.1 1t1oo81 S�'p'' ��'?7`=
Uncasville, CT ; •
P ¢L '�, SSI
SUBJECT: CONCRETE PLACEMENT INSPECTION a �� , p S �'>�f OlittO
<
2 �f�ltriiis�ta��
Concrete Placement Locations: Footing /A.1 to 15' north of 2 line, Al to 1E, El to 20' north
of 2 line.
Total Concrete Yardage This Date: 15 1/2 cubic yards @ 3000 PSI
All reinforcing steel was properly placed in accordance with drawing: Fl dated 11-18-97
Cylinders, slump and air content were performed and are as reported on Compression Test
Result Sheet. This report will follow when compression strength test results are known.
Remarks: Rocks were removed and concrete bricks used to support pier mat at 2A and 2E.
Width of footing (2ft) was not to the drawing F-1 at El to E2. Contractor corrected this prior to
concrete placement.
Materials Testing, Inc. Inspector,
Kenneth Bly
°*41‘
Frank A. Soucy
2cc Client
1 cc Town of Montville
1cc W. Cox Associates, Inc.,
bmz
• MATERIALS TESTING INC.
200 ROWE AVENUE • MILFORD, CONNECTICUT 06460 • (203)878-2765
"111.0 /, 871 STAFFORD ROAD • EAGLEVILLE, CONNECTICUT 06268 • (860)487-1972
NVLAP ACCREDITED DATE: 01-27-98
#0320
REPORT: S-1002
CLIENT: P & H Construction AMBIENT TEMPERATURE:
P.O. Box 164 44°F \��otti urrrro„/
Uncasville, CT 06382 ;,`�\O� �--.
WEATHER: Partly CI `��M Ao�F�,��n�-.
rte _
PROJECT: D. W. Transport & Leasing, Inc. a * 1 #ibb8i t
33 Pequot Road2" "cENs ��Q
Uncasville, CT 0,�:••- 0 bd+ ,
SUBJECT: CONCRETE PLACEMENT INSPECTION � v J,/011rrrrrtrtti.0"
Concrete Placement Locations: Line 1 at A to E, line A from 1 to 10' north of 2 line, line E from
1 to 20' north of 2 line, foundation walls.
Total Concrete Yardage This Date: 24 cubic yards @ 3000 PSI
All reinforcing steel was properly placed in accordance with drawing: F1 dated 11-18-97
Cylinders, slump and air content were performed and are as reported on Compression Test
Result Sheet. This report will follow when compression strength test results are known.
Remarks: Tee was removed from footing key way before placement of concrete.
Materials Testing, Inc. Inspector,
Kenneth Bly
0494,(4
Frank A. Soucy
2cc Client
1 cc Town of Montville
1cc W. Cox Associates, Inc.,
bmz
G/'•�1!L
f I
MATERIALS TESTING, INC.
i A 200 ROWE AVE NUE • MILFORD, CONNECTICUT 06460 • (203)878-2765
lklimmisiir 871 STAFFORD ROAD • EAGLEVILLE, CONNECTICUT 06268 • (860)487-1972
NVLAP ACCREDITED COMPRESSION TESTS (6" X 12" CYLINDERS)
#0320
� *` , , IIl -100� GQNa * M
CLIENT P & H Construction 's k, ,,��,F.M ApF�,,�/
P.O. Box 164 ..� A : G r
Uncasville, CT 06382 u) t '" ' -4 e,
*p %, $11bb81 t ^
PROJECT D. W. Transport& Leasing, Inc. '¢n33 ��'EN �''' .� j
Uncasville,of CT d //./•SS/011A1itt' , �‘ al,L�G11
LOCATION Line "A", 11' past 5 to 3; line "E", 6' past 5 to 3: and line 5 from "A" to "E", foundation wall
CONCRETE SUPPLIER Kobyluck
DATE CAST 01-16-98 DATE RECEIVED 01-20-98
TEMPERATURE-AMBIENT 33 °F CONCRETE 62 °F
SLUMP 4 1/4 " AIR CONTENT 4.0 % TRUCK NO. 6
SAMPLING TIME 1:50 p.m. CYLS. CAST BY Materials Testing Inc.
REQUIRED STRENGTH - PSI 3000
CEMENT, LBS./CU. YD FINE AGGREGATE, LBS./CU. YD
COARSE AGGREGATE, LBS./CU. YD.
WATER, GALS./CU. YD ADMIXTURES
AGE CYL. DATE COMPRESSIVE
CYLINDER NOS. DAYS WTS. TESTED LOAD-LBS. STRENGTH - PSI
I
M-64015 7 I 28.06 I 01-23-98 68,500 2420
M-64016 28 28.15 02-13-98
M-64017 28 27.93 02-13-98
M-64018 Spare 28.11 Spare
Materials Testing Inc.,
-7(.."h.ce g
Frank A. Soucy
2cc Client
1cc Town of Montville
1 cc W. Cox Assoc.
40.11.111t li.
(We ) MATERIALS TESTING INC
200 ROWE AVENUE • MILFORD, CONNECTICUT 06460 • (203)878-2765
NIi- r P' 871 STAFFORD ROAD • EAGLEVILLE, CONNECTICUT 06268 • (860)487-1972
NVLAP ACCREDITED COMPRESSION TESTS (6" X 12" CYLINDERS)
#0320
,.0.0 GORf*� e�M-100A
CLIENT P & H Construction ':',`�+;•SEEM 4^FF• �• it�%:
P.O. Box 164 i� +_
Uncasville, CT 06382 ? v~1 i "I s
* #10081 * " /
1.:-• 1\eic r to sc.,C)/AS.,$, 4 1
PROJECT D. W. Transport& Leasing, Inc. '�. 41r ..- - �' '�.�� 1
33 Pequot Road ',-as'p�p��Vt.-- • d i�(
Uncasville, CT Z 2�'��
V
LOCATION Line "A", 11'past 5 to 3; line "E", 6' past 5 to 3; and line 5 from "A" to "E", foundation wall
CONCRETE SUPPLIER Kobyluck
DATE CAST 01-16-98 DATE RECEIVED 01-20-98
TEMPERATURE-AMBIENT 33 °F CONCRETE 62 °F
SLUMP 4 1/4 AIR CONTENT 4.0 % TRUCK NO. 6
SAMPLING TIME 1:50 p.m. CYLS. CAST BY Materials Testing Inc.
REQUIRED STRENGTH - PSI 3000
CEMENT, LBS./CU. YD FINE AGGREGATE, LBS./CU. YD
COARSE AGGREGATE, LBS./CU. YD.
WATER, GALS./CU. YD ADMIXTURES
AGE CYL. DATE COMPRESSIVE
CYLINDER NOS. DAYS WTS. TESTED LOAD-LBS. STRENGTH - PSI
M-64015 7 28.06 01-23-98 I 68,500 2420
M-64016 28 28.15 02-13-98 87,000 3080
M-64017 28 27.93 02-13-98 88,000 3110
M-64018 Spare 28.11 Spare
Materials Testing I ,
Frank A. Soucy
2cc Client
1 cc Town of Montville
1 cc W. Cox Assoc.
G,'^''L
kt : i MATERIALS TESTING, INC.
V
m 200 ROWE AVENUE • MILFORD, CONNECTICUT 06460 • (203)878-2765
"111.0/0' 871 STAFFORD ROAD • EAGLEVILLE, CONNECTICUT 06268 • (860)487-1972
NVLAP ACCREDITED COMPRESSION TESTS (6" X 12" CYLINDERS)
#0320
M-101
CLIENT P & H Construction #�`\ H11rF* COmoill,��i,�
P.O. Box 164 .-$%44 .-�EN1 A-,--. !�'
Uncasville, CT 06382 ?q ,,kg- 1E n
PROJECT D. W. Transport& Leasing, Inc. * . #10381O . �� /
i Ar
33 Pequot Road �••!CENSE:-' '����
Uncasville, CT iy SSIQgAt , ��` 4�`0 I F
LOCATION Footings A-1 to 15' north of 2, A-1 to E-1 and E-1 to 20' north of 2
CONCRETE SUPPLIER Kobyluck
DATE CAST 01-22-98 DATE RECEIVED 01-26-98
TEMPERATURE-AMBIENT 24 °F CONCRETE 70 °F
SLUMP 4 AIR CONTENT 3.5 % TRUCK NO. 8
SAMPLING TIME 9:00 a.m. CYLS. CAST BY Materials Testing Inc.
REQUIRED STRENGTH - PSI 3000
CEMENT, LBS./CU. YD FINE AGGREGATE, LBS./CU. YD
COARSE AGGREGATE, LBS./CU. YD.
WATER, GALS./CU. YD ADMIXTURES
AGE CYL. DATE COMPRESSIVE
CYLINDER NOS. DAYS WTS. TESTED LOAD-LBS. STRENGTH - PSI
M-64065 7 28.35 01-29-98 73,000 2580
M-64066 28 28.42 02-19-98
M-64067 28 28.21 02-19-98
M-64068 Spare 28.47 Spare
Materials Testing Inc.
fr‘
Frank A. Soucy
2cc Client
1cc Town of Montville
1cc W. Cox Assoc.
G ,t'^''I
MATERIALS TESTING, INC.
i 200 ROWE AVENUE • MILFORD, CONNECTICUT 06460 • (203)878-2765
��`o/i871 STAFFORD ROAD • EAGLEVILLE, CONNECTICUT 06268 • (860)487-1972
NVLAP ACCREDITED
#0320 COMPRESSION TESTS (6" X 12" CYLINDERS)
,,,11.1.,,,,,, M-101A
CLIENT P & H Construction
P.O. Box 164 Ii.... 9, aoFe®.���,`
Uncasville, CT 06382 7-2 H=' `'IC -s
71 * \ /
, #10381 l ,
PROJECT D. W. Transport& Leasing, Inc. %.0 �/ �� ��r
33 Pequot Road 'i, #.10--
33
Uncasville, CT �99',�,y`s►UaAI��� `�� �' G �<rd
%ni„n�„�‘ d3— ' �
LOCATION Footings A-1 to 15' north of 2, A-1 to E-1 and E-1 to 20' north of 2
CONCRETE SUPPLIER Kobyluck
DATE CAST 01-22-98 DATE RECEIVED 01-26-98
TEMPERATURE-AMBIENT 24 °F CONCRETE 70 °F
SLUMP 4 " AIR CONTENT 3.5 % TRUCK NO. 8
SAMPLING TIME 9:00 a.m. CYLS. CAST BY Materials Testing Inc.
REQUIRED STRENGTH - PSI 3000
CEMENT, LBS./CU. YD FINE AGGREGATE, LBS./CU. YD
COARSE AGGREGATE, LBS./CU. YD.
WATER, GALS./CU. YD ADMIXTURES
AGE CYL. DATE COMPRESSIVE
CYLINDER NOS. DAYS WTS. TESTED LOAD-LBS. STRENGTH - PSI
M-64065 7 28.35 01-29-98 73,000 2580
M-64066 28 28.42 02-19-98 96,000 3400
M-64067 28 28.21 02-19-98 97,000 3430
M-64068 Spare 28.47 Spare
Materials Testing Inc.,
/O
V Fran A. Soucy
2cc Client
1 cc Town of Montville
1 cc W. Cox Assoc.
r''^~,'
‘.VA. ) MATERIALS TESTING, INC.
200 ROWE AVENUE • MILFORD, CONNECTICUT 06460 • (203)878-2765
"4111./il' 871 STAFFORD ROAD • EAGLEVILLE, CONNECTICUT 06268 • (860)487-1972
NVLAP ACCREDITED COMPRESSION TESTS (6" X 12" CYLINDERS)
#0320
0�1U111111b1iiii M-102
�.�\\,,,i
`,,F GOAtp //
CLIENT P & H Construction O - . ��i
P.O. Box 164 ��A.:9-�EM 4DF .li .
Uncasville, CT 06382 ?Zt; T '!. .)% s G
w* ' till �g
41111,/1
PROJECT D. W. Transport& Leasing, Inc. % ,*'./CENSi'O :4.,.:4.,.:33 Pequot Road ''5101: -- � .•
t
Uncasville, CT `'i ffSiONA�, 2
Ei'° s a 6G� / Z _ 9
LOCATION Foundation walls, line 1 from "A" to "E", line "A" from 1 to 10' north of 2 and line "E" from 1 to
20' north of 2
CONCRETE SUPPLIER Kobyluck
DATE CAST 01-27-98 DATE RECEIVED 01-28-98
TEMPERATURE-AMBIENT 40 °F CONCRETE 64 °F
SLUMP 4 1/2 " AIR CONTENT 5.0 % TRUCK NO. 8
SAMPLING TIME 11:48 a.m. CYLS. CAST BY Materials Testing Inc.
REQUIRED STRENGTH - PSI 3000
CEMENT, LBS./CU. YD FINE AGGREGATE, LBS./CU. YD
COARSE AGGREGATE, LBS./CU. YD.
WATER, GALS./CU. YD ADMIXTURES
AGE CYL. DATE COMPRESSIVE
CYLINDER NOS. I DAYS WTS. TESTED LOAD-LBS. STRENGTH - PSI
M-64096 7 27.00 02-03-98 58,000 2050
M-64097 28 27.35 02-24-98
M-64098 28 27.21 02-24-98
M-64099 Spare 27.17 _ Spare
Materials Testing I ,c.,
" ged
Frank A. Soucy
2cc Client
1 cc Town of Montville
1 cc W. Cox Assoc.
(tc:4
/'�, MATERIALS TESTING9 INC.
� 200 R OWE AVENUE • MILFORD, CONNECTICUT 06460 • (203)878-2765
Iklimmiollir 871 STAFFORD ROAD • EAGLEVILLE, CONNECTICUT 06268 • (860)487-1972
NVLAP ACCREDITED
#0320 COMPRESSION TESTS (6" X 12" CYLINDERS)
.,„iiiiilUlr.
'f i
`�J``\�F COIY./!CC M-102A
CLIENT P & H Construction ,i,(4,r- € A5 ),
P.O. Box 164 _: i. ; :
Uncasville, CT 06382 = - - 52
_H ;i } -�
#1ob81 ! *
9
PROJECT D. W. Transport& Leasing, Inc. ', ". � �`
33 Pequot Road
� fS/ptipl E� �`� �Qll�
Uncasville, CT iiililimn_— — `l � p
a3 4
LOCATION Foundation walls, line 1 from "A" to "E", line "A" from 1 to 10' north of 2 and line "E" from 1 to
20' north of 2
CONCRETE SUPPLIER Kobyluck
DATE CAST 01-27-98 DATE RECEIVED 01-28-98
TEMPERATURE-AMBIENT 40 °F CONCRETE 64 °F
SLUMP 4 1/2 AIR CONTENT 5.0 % TRUCK NO. 8
SAMPLING TIME 11:48 a.m. CYLS. CAST BY Materials Testing Inc.
REQUIRED STRENGTH - PSI 3000
CEMENT, LBS./CU. YD FINE AGGREGATE, LBS./CU. YD
COARSE AGGREGATE, LBS./CU. YD.
WATER, GALS./CU. YD ADMIXTURES
AGE CYL. DATE 1 COMPRESSIVE
CYLINDER NOS. DAYS WTS. TESTED ; LOAD-LBS. STRENGTH - PSI
M-64096 7 27.00 02-03-98 58,000 2050
M-64097 28 27.35 02-24-98 87,500 3090
M-64098 28 27.21 02-24-98 86,000 3040
M-64099 Spare 27.17 Spare
Materials Testing Inc.,
-07
7
ran A. Soucy
2cc Client
1cc Town of Montville
1 cc W. Cox Assoc.
''^11
MATERIALS TESTING, INC.
� 1 l 200 ROWE AVENUE • MILFORD, CONNECTICUT 06460 • (203)878-2765
�"'�° 871 STAFFORD ROAD • EAGLEVILLE, CONNECTICUT 06268 • (860)487-1972
NVLAP ACCREDITED DATE: 02-06-98
#0320
REPORT: S-1000
CLIENT: 'Al. Cox Associates, Inc.
P.O. Box 919fc
` , cOH�yFc.,,,
Uncasville, CT 06489 fo SEM............
OFF. ;,,G
PROJECT: D. W. Transport & Leasing, Inc. H *
33 Pequot Road s * gloo8l 01
Uncasville, CT %� ''�lCENSc-O: ``�// SIONAL ida 14'
SUBJECT: Structural Steel Inspection - Field ,'����++++►�+���� t'21
On site to witness high strength bolt tightening in accordance with the specification for structural
joints using ASTM A325 or A490 bolts "Turn of the nut method" of tightening.
Reference Star Building drawings job # 97-2004 El and E2 dated 12-31-97. Witnessed the
joining and tightening of A325, 3/" diameter and '/z" diameter bolting at locations listed below, 1/3
turn of nut past snug was achieved.
Column Line
@ A-1
@ A-2
@ A-3
@ A-4
@ A-5
@ E-1
@ E-2
@ E-3
@ E-4
@ E-5
@ A between 3 and 4
@ E between 3 and 4
the above bolted connections were found to be satisfactory to referenced specification.
Materials Testing, Inc. Inspector
Peter Durand
Frank A. Soucy
2cc Client
1 cc Town of Montville
bmz
MATERIALS TESTING, INC.
1I, T1 200 ROWE AVENUE • MILFORD, CONNECTICUT 06460 • (203)878-2765
Or
871 STAFFORD ROAD • EAGLEVILLE, CONNECTICUT 06268 • (860)487-1972
NVLAP ACCREDITED DATE: 05-20-98
#0320
REPORT NO: S-1002
CLIENT: W. Cox Associates, Inc. ```a��t""lst",/,/,,�
P.O. Box 919 .�`� GOA '.
Westbrook, CT 06498 �`‘ 0 c EM AW��.,Cr��'"'-
PROJECT: D. W. Transport & Leasing, Inc. ! _ 7
33 Pequot Road ? �r #ibt 1
Uncasville, CT � .42,��,IiCEN S0' q-
•
(1 ('q
SUBJECT: Structural Steel Inspection - Field ,y,f --f-,to
A field inspection was performed at the above referenced project today. The purpose of this visit is for visual
inspection utilizing the engineer approved drawings, the project specifications, the American Welding
Society Structural Welding Code D1.1 and the American Institute of Steel Construction.
I) A reinspection of items reported on 03-06-98 as being deficient was performed today.
A) Item IA1 - has been welded and is secure.
B) Item 1A2 - bolts have been tightened and are acceptable.
C) Item IB1 - has been corrected and is acceptable.
D) Item 1C - has been corrected and is acceptable.
E) Item ID1a - has been patched.
F) Item ID1b - all screws are in on this side and acceptable.
G) Item ID2a & b - missing screws have been installed and acceptable.
H) Item ID3 - has been completed and is acceptable.
II) To the best of my knowledge, this completes the structural steel inspection of this project.
Materials Testing, Inc. Inspector,
net ly
Frank A. Soucy
2cc Client
1 cc Town of Montville
bmz
Test reports may not be reproduced without the express permission of Materials Testing,Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of the
U.S.Government. Results only relate to items tested.
400“11441.
MATERIALS TESTING INC.
�' • 200 ROWE AVENUE • MILFORD, CONNECTICUT 06460 • (203)878-2765
871 STAFFORD ROAD • EAGLEVILLE, CONNECTICUT 06268 • (860)487-1972
NVLAP ACCREDITED DATE: 03-06-98
#0320
REPORT: S-1001
CLIENT: W. Cox Associates, Inc. `` ONrrrr,,�1ii
P.O. Box 919 �•�` 0� .. -..��°�+ '%,
Westbrook, CT 06498 eq. MAD
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PROJECT: D. W. Transport & Leasing, Inc. N' ICENStO 4,0
33 Pequot Road --, � !`
Uncasville, CT sA►E\\`\‘ l`l/
SUBJECT: Structural Steel Inspection - (Field) 3-
A field inspection was performed at the above referenced project today. The purpose of this visit is for visual
inspection utilizing the engineer approved drawings, the project specifications, the American Welding
Society Structural Welding Code D1.1 and the American Institute of Steel Construction.
I) A visual inspection of this structure was performed today on the topics listed
below.
A) Anchor bolt nuts were inspected for tightness and unless
otherwise noted, are acceptable.
1) North side of A-5 column - loose anchor bolt nut.
2) East side of A-3 column - loose anchor bolt nuts.
B) Wall girts were inspected for complete bolted connections and
unless otherwise noted, are acceptable.
1) Passage door at E5 girt to door frame - not
bolted.
C) Passage doorways at 1 line and E line, the door frame needs
to be anchored to the foundation.
D) Exterior paneling was inspected for damage and missing
fasteners.
Page 1 of 2
Client: W. Cox Associates, Inc. 03-06-98
S-1001
Project: D. W. Transport & Leasing, Inc. Page 2 of 2
1) Line 5 north side.
a) Damaged sheet at C line location.
b) Missing screws at various
locations on this side.
2) E line has missing screws at various locations
along the full length.
a) Window by passenger door
missing screws.
b) Window at E-3 missing screws.
3) A line between 1 to 3 line is incomplete for
exterior fastening of the sliding.
E) An inspection of diagonal bracing and anti-roll brackets was
performed and are acceptable for location and quantity as
called for on Star Building System drawing E6-E10 dated
12-31-97
Materials Testing, Inc. Inspector
Kenneth Bly
'-(44J
Frank A. Souc
2cc Client
1 cc Town of Montville
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