24A-041 & 042 For ALL buildings within Fire District and for other buildings costing$10,000.00 or more, plans
and specifications must be submitted to the Inspectcr of Buildings for examination and approval.
If building is to be moved give details relative to proposed location as for a new building.lun
I 4J,
Application for Permit to Build
Northampton, Mass., October 10a....».....19 75
To the Inspector of Buildings:—
The undersigned hereby applies for a permit to build, move, alter, or repair, according to the
following specifications.—
1. Owner's name City of Northampton
2. Owner's address Northampton, Mass.
3. Architect's name Alderman F, Mac Neish
4. Builder's name Aquadro $ Cerruti, Inc.
5. Builder's address Texas Rd. , Northampton, Mass.
6. Location of Building. Street No. Jackson Street
7. Is this a removal or new building New addition 4 alterations
8. If removal, from where
9. What is the purpose of building School
10. Material of building concrete? steel 7 masonry
11. If a dwelling, for how many families Number of rooms
12. Is there to be a store in the building No
13. Size of building, No. of feet front ;No. of feet deep ; No. of stories
14. Size of ell, No. of feet front ± 278' ; No. of feet deep± 200' ; No. of feet high
15. Size of Lot Feet Wide Feet Deep
16. How near the line of street
17. How near the line adjoining lot. Right ; Left ; Rear
18. Nearest building is feet in a direction
19. Material of the floor concrete S.O.G. 2nd floor concrete on metal deck
20. Siz,e of timbers, 1st ; 2nd ; 3rd ; 4th ; 5th
21. No. of feet span ; Distance on centers
22. Will the building be erected on solid or filled land Solid
23. What is the material of foundation Concrete ; Footing Concrete
24. Will the roof be flat or pitched Both ; Covering
25. Heat; steam, hot water, furnace, stoves ; Power oil burner
26. Fireplace ; Insulation
27. How many sinks ; Toilets ; Lavatories ; Bathtubs ; Showers ; Settubs
28. City Service; Water free Sewer X ; Road Surface Bituminous SidewalkBitu. F, conc.
29. Is lot on accepted street Yoh
30. Estimated cost (must be filled out) ,../.....42�....400 • OD
Applicant agrees to give the Inspector of Buildings 24 hours' notice before lathing or
plastering this building. buil ' g will con orm to the requirements of the law.
Signature of applicant / .. .. »»....»...........
NoLZ !
REMARKS
Ader- -�nS. Mo-c\eish ARCHITECTS AND ENGINEERS
594 RIVERDALE ROAD, WEST SPRINGFIELD, MASSACHUSETTS 01089
BISSEL ALDERMAN FAIA
MARK L. SIRULNIK AIA
DOUGL S E. STRONG AIA
GEORG T. KLOTSAS PE
GEORGE A. SIDDELL PE
ALLAN C. CARPENTER
GORDON L.MacDONALD PE
December 8, 1975
Building Inspector
City Hall
Northampton, Massachusetts
Re: Jackson Street Elementary
Smith Vocational School
Dear Sir:
Enclosed are copies of concrete test reports from concrete
cylinders taken from the subject project ( 1-6) .
We will be sending these reports from time to time for your
information and files and also for Smith Vocational School .
If there are any questions, please feel free to call upon
us.
Very truly yours,
7)//
L-tVyaeri
Allan C. Carpenter
ACC/las
Enclosures
CC: Mr. Leonard Alberts
Mr. Paul M. Garvey
4.1
ALLIED ENGINEERING AND TESTING CO. , INC.
33 Hendee Street
Springfield, Massachusetts 01104
Tel: (413) 736-1846xfL/7i
Report No. Concrete Cylinder Tests Date:
Client: Alderman & P cNeish
Project: Jnckmon Street School
Location of Concrete Placement: Col, A. Col. A17-19
Reported to : Alderman & M'CMeLsh
Concrete Class 3000
Mixture Weights - per cubic yard
Cement (lbs)
Fine Aggregate ( lbs)
Coarse Aggregate ( lbs)
Water (gals) v‘ :- :w,1 1 t
Admixture 2 '' Mr
Slump ( in)
Entrained Air Content (%) ---'`
Laboratory No. F 639
Specimen No. A
Date sampled 10/31/75
Date received 11/4✓7S
Date tested 11/7/75
Age at test (days) 7
Dimensions ( in) 6x12
Area ( sq.in) 28,3
Wgt. of specimen (lbs) 28. 5
Total load ( lbs) 52,000
COMPRESSIVE STRENGTH (psi) 1040
Remarks : Compressive strength is passable,
Cylinders cast by others. Respectfully submitted,
ALLIED ENGINEERING AND
1941-, TESTING CO. , INC. Ao
Copy: MIS;;),0-4 ?
By: John J. yon�
: r
I0
ALLIED ENGINEERING AND TESTING CO. , INC.
33 Hendee Street
• Springfield, Massachusetts 01104
Tel: (413) 736-1846
Report No. Concrete Cylinder. Tests Date:
Client: t►lder'isan & #fiechleish
Project: Jackson Street School
Location of Concrete Placement: Calf, 9 & 11 Lino A
Reported to : 'demon & MacNeiah
Jsi
Concrete Class 1000
Mixture Weights - per cubic yard
Cement (lbs)
Fine Aggregate (lbs)
Coarse Aggregate (lbs)
Water (gals)
Admixture
Slump ( in)
Entrained Air Content (%)
Laboratory No. p747
Specimen No. A
Date sampled 11/5/75
Date received 11110/ S
Date tested 11✓12/75
Age at test (days) 7
Dimensions ( in) 6x12
Area (sq.in) 28.3
Wgt. of specimen (lbs) 29.0
Total load (lbs)
65 000
COMPRESSIVE STRENGTH (psi) 23;
Remarks : Cote ar+e: live strength is goad.
Cylinders cast by others. Respectfully submitted,
ALLIED ENGINEERING AND
TESTING CO. ,/ INC. io
Copy: s ''' i *4"at___
By: John J. yonsl
w
4
ALLIED ENGINEERING AND TESTING CO. , INC.
33 Hendee Street
Springfield, Massachusetts 01104
Tel: (413) 736-1846
Report No. 3 Concrete Cylindef' Tests Date: 11/W8/75
Client: • 1de n Vie► Ntasistb
Project: 1'khCks n _ ,!'.111
Location of Concrete Placement: Chianc7
Reported to: ldergiall MseNe .$b
Concrete Class
Mixture Weights - per cubic yard
Cement (lbs)
Fine Aggregate ( lbs)
Coarse Aggregate (lbs)
Water (gals)
Admixture
Slump ( in)
Entrained Air Content (%)
Laboratory No.
Specimen No.
Date sampled 11/12,15
Date received 1l/18/75
Date tested 11/?0/75
Age at test (days)
Dimensions ( in) Gx12
Area ( sq.in) 28,3
Wgt. of specimen (lbs) 29.E
Total load (ibs) 70,E
COMPRESSIVE STRENGTH (psi) C,'lo VT
Remarks : toprs44iv+ rtrl' ir rood.
Cylinders olst b ► at , . Respectfully submitted,
ALLIED ENGINEERING AND
TESTING CO. , INC.
Copy: S;;)4°"4 ?
By: John J. yon��
ALLIED ENGINEERING AND TESTING CO. , INC.
33 Hendee Street
Springfield, Massachusetts 01104
Tel: (413) 736-1846
Report No. Concrete Cylinder Tests Date:
Client: Alderman az Msctieish
Project: l e=cknon ` tr,' . Flchnol
Location of Concrete Placement: 001. tk Col. r{17—A�9
Reported to: Alderman & .MaeNeish
Concrete Class
3000
Mixture Weights - per cubic yard
Cement (lbs)
Fine Aggregate ( lbs)
Coarse Aggregate (lbs)
Water (gals)
Admixture
Slump ( in)
Entrained Air Content (%)
Laboratory No. '639 P640
PG41
Specimen No. A B 0
Date sampled 10/31/?5 10/31/75 10/31/75
Date received 11/4/75 11/4/75 11/4/75
Date tested 11/7/75 11/28/75 11/28/75
Age at test (days) 7 28 28
Dimensions ( in) 6d2
6x12 6x12
Area ( sq.in) 28.3 28.3 28.3
Wgt. of specimen (lbs) 28.5 28.8 28.5
Total load (lbs) 52,000 100,000 98,00
COMPRESSIVE STRENGTH (psi) 1340 570
Remarks : ;compressive strength is Roou.
Cylinders castRespectfully submitted,
by rnex►s. ALLIED ENGINEERING AND
TESTING CO. , INC .
�
Copy: f , S;)4:0-04 ?i
'• �-# y
B : John J. yon�
•
ALLIED ENGINEERING AND TESTING CO. , INC.
33 Hendee Street
Springfield, Massachusetts 01104
Tel: (413) 736-1846
Report No. 5 Concrete Cylindet Tests Date: 1/75
Client: A1dermau & MeoNeisb
Project: Jsetkson Street School
Location of Concrete Placement: J' 35 & I ' 35
Reported to: Alderman `• : _:
Concrete Class
Mixture Weights - per cubic yard
Cement (lbs)
Fine Aggregate ( lbs)
Coarse Aggregate (lbs)
Water (gals)
Admixture
Slump ( in)
Entrained Air Content (%)
Laboratory No. 078
Specimen No. A
Date sampled 11/24/75
Date received 11/28/75
Date tested 12/1/75
Age at test (days) 7
Dimensions ( in)
6x12
Area ( sq.in) 28.3
Wgt. of specimen (lbs) 2845
Total load (lbs) 65,„
COMPRESSIVE STRENGTH (psi) 25000
Remarks : J01 r sive stren h is good.
Uylindera oast by others. Respectfully submitted,
ALLIED ENGINEERING AND
TESTING CO. , INC .
Copy: c4;j1
By: John J. you 1�
Irr
ALLIED ENGINEERING AND TESTING CO. , INC.
33 Hendee Street
Springfield, Massachusetts 01104
Tel: (413) 736-1846
Report No. Concrete Cylinder Tests Date:
6 /3/75
Client: Al lermsn & Mactfe1sb
Project: 7,1 ,e-- ,1 "' r f '..,j h+€oo1
Location of Concrete Placement: 0as 9 t 11 tie A
Reported to: A & Numeigh
Concrete Class ,
000
Mixture Weights - per cubic yard
Cement (lbs)
Fine Aggregate ( lbs)
Coarse Aggregate ( lbs)
Water (gals)
Admixture
Slump ( in)
Entrained Air Content (%)
Laboratory No. 2747
Specimen No. A I a
Date sampled 11.15/75 u 11/5/75
Date received 11/10/' 1u/101 11/10/75
Date tested 11/12/75 12/3/75 12/3/75
Age at test (days) 7 2828
Dimensions ( in) 63;12 64,2 S2
Area ( sq.in) 2863 3 280 1
Wgt. of specimen (lbs) 294 28.8 4
Total load (lbs) 65,000 108,000
104,E
COMPRESSIVE STRENGTH (psi) 2300 3750 3680
Remarks : re s tren i is -mod.
Respectfully submitte ,
ALLIED ENGINEERING AN.
TESTING CO. , INC .
gte447 94.,,,,, S;),0,4 ? sig; ..14.: ....„....„
Copy: __,
<r""" ` By: John J. you