32C-131 (6) REINHARDT ASSOCIATES
E-
APR ,' 6
architects engineers interior designers planners
r.l
April 14, 1992
1
City of Northampton
Building Department
212 Main Street
Northampton, Massachusetts 01060
Attention: Francis X. Sienkiewicz Project #21098
Zoning Enforcement Officer
Reference: JPS Elastomerics Corp.
Application Building
82 Conz Street Rear
I certify that the Building located at 82 Conz Street Rear,
Building Permit #147 has been built under my supervision and
in accordance with the approved Plans, and that such Plans
do conform to all provisions of the Massachusetts State
Building Code.
/BRED A
3 No. 2843 r /(�
1 Q W. SPFLD., +- 4
r p MASS. 2 y' REINH T ASSOCIATES, INC.
Lit PG/ Dougl s C. Goodman
SUBSCRIBED AND SWORN TO BEFORE ME THIS 14th DAY OF APRIL A.D. , 19 92 .
(Notary Public
My Commission Expires --_-
430 Main Street • Agawam, MA 01001 • Tel. (413) 786-9600
-
REINHARDT ASSOCIATES
architects engineers interior designers planners APR
i....
April 2, 1992
City of Northampton
Building Department
212 Main Street
Northampton, Massachusetts 01060
Attention: Francis X. Sienkiewicz Project #21098
Zoning Fnforcement. Officer
Reference: JPS Elastomerics Corp.
Application Building
82 Conz Street Rear
I certify that the Building located at 82 Conz Street Rear,
Building Permit #147 has been built under my supervision and
in accordance with the approved Plans, and that such Plans
do conform to all provisions of the Massachusetts State
Building Code.
�tREDAl?
0 o No. 2843
' W. SPRO., 2,
o MASS. RE HARDT ASSOCIATES, INC.
SPis- Douglas C. Goodman
4�rH OF MASS�
SUBSCRIBED AND SWORN TO BEFORE ME THIS 2nd DAY OF April A.D. , 1992
(Notary PUbWC)
MY Commission Expires April 22,199
My Commission Expires
.4
430 Main Street • Agawam, MA 01001 • Tel. (413) 786-9600
� I� :3 � Z � O �� O � •O � R L7 y � .•rr•�•
"
G A e
A R ° > W.. n�•cC R O M a, 7
O a C C
3 a
OD
a v fD
a w = A O
A C A �• ft Co.� 'A! O � CD
eE a =
rn O
C 'O t fRD f9 O A o°
•! Al A O O C C/1 A N cn C-
� R fD N ,�y
'..1 A �'. �• A C rfl S
I(D n I �i �e1•
rA
AA CA = M = O (D
R
ONO (D_ u•T
OD
R
r•
CL
et
A A7 C' y
1,CO k A C QC A N .(D
�-- O
C C .7 C C C C-
,` , CA �• C• CA CA CA CA CA CA
N
A v, CA
10 ob
Is
C17 o R ;a ?3 R v
Pip, s y C
a.► ° �',
ONO