06-039 (21) -a'
SAGE ENGINEERING AND CONTRACTING INC.
_ _ I _.
DESIGN-BUILD DEVELOPMENT, ARCHITECTURAL ENGINEERING, AND CONSTRUCTION MANAGEMENT
August 5, 201 3
I B 2013
Louis Hasbrouck, Building Commissioner rLytiA �J
City of Northampton `
2I 2 Main Street
Northampton, Ma OI 060
RE:Zoe Senior Retirement Community, 345 Haydenville Road, Northampton, Ma
SAGE Project No, 0452
City of Northampton Building Permit No: BP-201 3-I 095
Dear Mr. Hasbrouck:
On behalf of Chakalos Investments, Incl, please find the enclosed Construction Control
Field Inspection Report dated 6-5-13 as required by The 2009 International Building
Code and the Massachusetts State Amendment to the 2009 International Building
Code for your reference on the existing project in progress named above. Included in
this report are all recent concrete testing reports.
We are available at your convenience to review the inspection reports, answer any
questions or concerns you may encounter regarding this project.
Sincerely,
an Balicki, P.E.
Project Engineer
SAGE ENGINEERING 4 CONTRACTING, INC.
199 SERVISTAK INDUSTRIAL WAY-SUITE 2
WESTFIELD, MASSACHUSETTS 01085
TEL: 413-562-4554 w FAX: 413-562-4899
PAGE I OF I www.5age-11c.com
CONSTRUCTION CONTROL FIELD INSPECTION REPORT
Project Zoe Senior Retirement Community
SAGE ENGINEERING&CONTRACTING, INC. Job Location: 345 Haydenville Road
199 SERVISTAR INDUSTRIAL WAY,SUITE 2 Northampton,MA 01060
WESTFIELD,MASSACHUSETTS 01085 Inspection Date: 8-54013
(413)862-4884 Time: 8:00 AM to 11:00 AM
Sage Job Number 0422.03-12
Building Permit No: BP-2013-1095
WEATHER: Sun,75°
EST.%OF COMPLETION: 6%
CONSTRUCTION SUPERVISOR: Ed Fortini, Sage Engineering&Contracting, Inc.
PRESENT AT SITE
-Sage Engineering&Contracting, Inc.
-Waldo Construction(Site Sub Contractor)
-Eaulpmenti
Bobcat T-320 Skid Steer -Cat 906 Loader
Lu0 844C 40 Ton Vibratory Roller
Cat 345 Excavator -Mobile office trailer
Cat 330 Excavator -Portable restroom facility
Cat 312 Excavator
WORK IN PROGRESS
-Construction of access road on south side of building.
-Backfilling of underground plumbing on east wing of building.
-Installation of leveling plates for steel structure in east wing of budding.
WORK COMPLETED SINCE PREVIOUS INSPECTION
-AO exterior wall footings have been poured
-All interior pads have been poured and backfilled on east wing of building
-All underground plumbing has been installed,inspected,and backfilled in east wing.
-Exterior grease trap has been installed.
-All on site underground storm drainage has been installed.
-Under slab electrical conduits have been installed,inspected,and backfilled in east wing of building.
-Temporary power pole has been Installed at Route 9.
OBSERVATIONS
INFORMATION OR ACTION REQUIRED
Work in Progress Is in Compliance With Plans&Specifications.
COMMENTS
INSPECTION BY: 41ENGINEE •
P.E. __
.:.
DATE: 8.5-2013 f' r
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St.George Road,Springfield,MA 01104
Report Date:7/22/13
Project Number. Sage, Zoe Senior Report Number.. 5
Project: Zoe Senior Retirement, Northampton, MA
Client Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Ann:
FIELD TEST CONDITIONS AND RESULTS_ (ASTM C 31)
Date Placed: 7/12/2013
Time Sampled: 11:15
Location of Sample: west walls
Supplier. Construction Service
Truck Number 202 Ticket Number: 11443
Mix Number
Design Strength: 3000
Time Batched: 10:46 Time Placed: 11 :00
Batch Size: 9
Slump: 4 (ASTM C 143) Air Content: 4.2 (ASTM C 173)
Concrete Temp: 83 (ASTM C 1064) Ambient Temp: 85
Water Added- No water Added on Site Technician: Joe F.
LABORATORY TEST RESULTS (ASTMC 39)
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
K-545 7/19/2013 7 23550 4 .30 12.57 1870 62% 5
K-546 8/9/2013 28 4 . 00 12.57 5
K-547 8/9/2013 28 4 .00 12 .57 5
K-548 8/9/2013 28 4 .00 12 . 57 5
Remarks: TYPES OF FRACTURE
n2 T iPe
Copies to:
Reported by 64-"C' � 5.____
eZI.chard 3eilucci
President
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St. George Road,Springfield, MA 01104
Report Date: a/5/13
Project Number. Sage, Zoe Senior Report Number. 10
Project: Zoe Senior Retirement, Northampton, MA
Client: Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA. 01085
Attn:
FIELD TEST CONDITIONS AND RESULTS (ASTM C 31)
Date.Placed:. 8/2/2013
Time Sampled: 14 :15
Location of Sample: Footings, F9 to G13
Supplier:Construction Service
Truck Number: 287 Ticket Number: 11678
Mix Number:
Design Strength: 3000
Time Batched.`13 :30 Time Placed; 14 :00
Batch Size: 10
Slump: 3 (ASTM C 143) Air Content: 5.3 (ASTM C 173)
Concrete Temp: s1 (ASTM C 1064) Ambient Temp: 80
Water Added: No Water Added on Site TechniciamG. Mancini
LABORATORY TEST RESULTS (ASTM C 39)
No Breaks in this Report
Remarks:
TYPES OF FRACTURE
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Type I TYPOt Typt
Copies to:
\,
Reported by: d,074 '""""1 7,---"*
Richard Bellucci
President
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St George Road, Springfield,MA 01104
Report Date: 8/1/13
Project Number sage, zoe Senior Report Number: 9
Project: Zoe Senior Retirement, Northampton, MA
Client: Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TEST CONDITIONS AND RESULTS LASTM C 31)
Date Placed: 7/31/2013
Time Sampled: 14 :40
Location of Sample: Haunches
Supplier: Construction Service
Truck Number: Rol Ticket Number: 11634
Mix Number:
Design Strength: 3000
Time Batched: 14 :07 lime Placed: 14:27
Batch Size: 11
Slump: 4 (ASTM C 143) Air Content: 5 .1 (ASTM C 173)
Concrete Temp: 84 (ASTM c 1064) Ambient Temp: 85
Water Added: No Water Added on Site Technician: Joe F.
__LABORATORY TEST RESULTS (ASTM C 39)
No Breaks in this Report
Remarks: nPEB OF FRACTURE
J
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Copies to: \ r�
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*ma Type TypoE
Reported by:/
Richard Be luccl i
President
REPORT OF CONCRETE CYLINDER TEST
• Allied Testing Laboratories, Inc.
115 St George Road, Springfield,MA 01104
Report Date: 7/30/13
Project Number: Sage, Zoe Senior Report Number. 8
Project: Zoe Senior Retirement, Northampton, MA
Client: Sage Engineering, LLC •
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TEST CONDITIONS AND RESULTS (ASTM C 31).
Date Placed: 7/29/2013
Time Sampled: 15 :05
Location of Sample: Interior Piers
Supplier: Construction Service
Truck Number: 321 Ticket Number 11603
Mix Number:
Design Strength: 3000
Time Batched: 14 :42 Time Placed: 14:58
Batch Size: li
Slump: 4.5 (ASTM C 143) Air Content: 5 .5 (ASTM C 173)
Concrete Temp: 84 (ASTM c 1064) Ambient Temp: 83
Water Added: No Water Added on Site Technician: Marc M.
LABORATORY TEST RESULTS (ASTM C 39)
No Breaks in this Report
Remarks: TYPES OF FRACTURE
riTh
Type TKF= TYPO)
Copies to: - I jr I
L_ '_ I—
Reported by:
Richard Bellucci
President
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115.St George Road,Springfield, MA 01104
Report Date: 7/23/13
Project Number. sage, Zoe Senior Report Number: 7
Project Zoe Senior Retirement, Northampton, MA
Client Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01005
Attn:
FIELD TEST CONDITIONS AND RESULTS (ASTM C 31)
Date Placed: 7/15/2013
Time Sampled:
Location of Sample:
Supplier Cylinders Cast by Others
Truck Number: Ticket Number:
Mix Number
Design Strength:
Time Batched: Time Placed:
Batch Size:
Slump: (ASTM c 143) Air Content (ASTM C 173)
Concrete Temp: (ASTM C 1064) Ambient Temp:.
Water Added: Technician:
LABORATORY TEST RESULTS fASTM C 39), _
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
K-615 7/22/2013 7 47905 4.00 12.57 3810 5
K-616 8/12/2013 28 4.00 12.57 5
K-617 8/12/2013 28 4 .00 12 .57 5
K-618 8/12/2013 28 4 .00 12.57 5
Remarks:
TYPES W FRACTURE
/
Type I
Type 1 Type J
Copies to:
type! TCt5 .4,46
Reported by: iii t ce�,G^'A--'_ .
Richard Bellucci
President
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St.George Road,Springfield, MA 01104
Report Date: 7/18/13
Project Number: Sage, Zoe Senior Report Number 6
Project: Zoe Senior Retirement, Northampton, MA
Client:. Sage Engineering, LLC.
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TEST CONDITIONS AND RESULTS (ASTM c 31)
Date Placed: 7/17/2013
Time Sampled: 15 :30
Location of Sample:Wall N to 4,: Interior Piers, 2.6 to 2. 9
Supplier Construction Service
Truck Number: 282 Ticket Number: 11498
Mix Number:
Design Strength: 3000
Time Batched: 14:45 Time.Placed: 15 :15
Batch Size: 8
Slump: 4 (ASTM C 143) Air Content: 4.9 (ASTM C 173)
Concrete Temp: 89 (ASTM c1064) Ambient Temp: 98
Water Added: No Water Added on Site Technician: B. Mayne
LABORATORY TEST RESULTS (ASTM C 39)
No Breaks in this Report
Remarks: TYPES OF FRACTURE
i
Y17: vAl 1 ;
Type' Typ,x
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Copies toType 4 TYP. Types:
Reported by: G144-1,4'
Richard Sellucci
President
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
116 St.George Road,Springfield, MA 01104
Report Date: 7/18/13
Project Number: sage, zoe senior Report Number: 4
Project Zoe Senior Retirement., Northampton, MA
Client: Sage, Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Mn:
FIELD TEST CONDITIONS AND RESULTS' (ASTM C 31)
Date Placed: 7/10/2013
Time Sampled: 13:40
Location of Sample: Wall, S to Y, Y to N
Supplier: Construction Service
Truck Number:290 Ticket Number: N/A
Mix Number:
Design Strength: 3000
Time Batched: 13 :00 Time Placed: 13 :30
Batch Size: 10
Slump: 4 (ASTM C 743) Air Content: 5.5 (ASTM C 173)
Concrete Temp: 85 (ASTM C toe4) Ambient Temp: 85
Water Added: No Water Added on Site Technician:B. Mayne
LABORATORY TEST RESULTS (ASTM C 39)
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
K-449 7/17/2013 7 33165 4 .00 12 .57 2640 88% 5
K-450 8/7/2013 28 4 .00 12.57 5
K-451 8/7/2013 28 4 .00 12 .57 5
K-452 8/7/2013 28 4.00 12.57 5
Remarks: TYPES OF FRACTURE
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Copies to:
TYPE Type s Type
Reported by:
Richard Sellidici
President
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St.George Road,Springfield,MA 01104
Report Date: 7/25/13
Project Number Sage, Zoe Senior Report Number: 6
Project: Zoe Senior Retirement, Northampton, MA.
Client:. Sage Engineering, LLC.
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TES
FIELD AND RESULTS_(ASTM_C 31)
Date Placed: 7/17/2013
Time Sampred: 15 :30
Location of Sample: Wall N to Q, Interior PIers, 2.6. to 2.9.
Supplier: Construction Service
Truck Number. 282 Ticket Number: 11498
Mix Number:
Design Strength: 3000
Time Batched: 14 :45 Time Placed:15:15
Batch Size: 8
Slump: 4 (ASTM C 143) Air Content: 4.9 (ASTM C 173)
Concrete Temp: 89 (ASTM C 1064) Ambient Temp:.98
Water Added: No Water Added on Site Technician:.B. Mayne
LABORATORY TEST RESULTS.(ASTM C 39)
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
K-739 7/24/2013. 7 33025. 4.00 12.57 2630 88$ 5
K-740 8/14/2013 28 4.00 12.57 5
1C-741 8/14/2013 28 4 .00 12.57 5
K-742 8/14/2013 28 4 .00 12 .57 5
Remarks:
ME59FFRAMM
Type, Tyre: TM:
Copes to: l•, I
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Reported by: .. >
Richard Bellucci
President