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06-039 (20) - 3R SAGE ENGINEERING ANQ . CONTRACTING, INC. DESIGN-BUILD DEVELOPMENT, ARCHITECTURAL ENGIN ERiNTECEIVEOCTION/MANAGEMENT 1 July 1 9, 20I 3 WI 2 2 2013 ce�;c ,Ns NOFM.a.FTON '...q 4'wa Louis Hasbrouck, Budding Commissioner City of Northampton 2 12 Main Street Northampton, Ma O I OCO RE:Zoe Senior Retirement Community, 345 Haydenville Road, Northampton, Ma SAGE Project No. 0482 City of Northampton Building Permit No: BP-2013-1095 Dear Mr. Hasbrouck: On behalf of Chakalos Investments, Incl, please find the enclosed Construction Control Field Inspection Report dated 7- 19-13 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 concrete testing reports to date. 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$CONTRACTING, INC. 199 SERVISTAR INDUSTRIAL WAY-SUITE 2 W ESTFIELD, MASSACHUSt 119 01085 TEL: 413-5624884 W FAX: 413-562-4899 PAGE 1 OF 1 www.sage-Ilc.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: 748-2013 (413)6924884 Time: 9:00 AM to 3:00 PM Sage Job Number: 0422-03-12 Buildin, Permit No: BP-2013.1095 WEATHER: Sun,95° EST. %OF COMPLETION: 4% CONSTRUCTION SUPERVISOR: Ed Fortin,Sage Engineering&Contracting, Inc. PRESENT AT SITE -Sage Engineering&Contracting,Inc. -Waldo Construction(Site Sub Contractor) -Equipment: Bobcat T-320 Skid Steer -Cat 966 Loader Lull 8440 -10 Ton Vibratory Roller Cat 345 Excavator -Mobile office trailer Cat 330 Excavator -Portable restroom facility Cat 312 Excavator WORK IN PROGRESS Installation of drainage piping and structures on south side of building Backfilling of west wing of foundation Backfiring of interior foundation pads on east wing Installation of foundation insulation on west wing. WORK COMPLETED SINCE PREVIOUS INSPECTION -Erosion Control Fence has been installed and inspected by the Stornnvater Agent and the Conservation Agent -Trees and stumps have been removed from site. -Topsoil has been stripped and stockpiled. Stormwater detention basin,outlet structure,and outlet piping has been installed. -Temporary driveway has been constructed with stone tracking pad adjacent to 311 Haydenville Rd. -Footings and foundation walls have been installed from 9011XX2 east to 13/0. -Foundation walls have been fully backfilled east of line 5 -Foundation pads have been installed east of line T -Sanitary sewer service has been installed from main to 10 feet outside building. OBSERVATIONS INFORMATION OR ACTION REQUIRED Work in Progress Is In Compliance With Plans&Specifications. COMMENTS INSPECTION BY: / Ba icki,P.E. hrtl re ni , -. . DATE: -18-2013 DATE: 7-18-2013 JUL 1 8 2013 REPORT OF CONCRETE CYLINDER TEST Allied Testing Laboratories, Inc. 115 St George Road,Springfield, MA 01104 Report Date: 6/28/13. - Project.Number: Sage, zoe Senior Report Number:- 1 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 311 Date Pieced: 6/21/.2013 Time Sampled: 16:03 Location of Sample: 3501 of Footing Supplier: Construction Service Truck Number: 2 B1 Ticket Number: 11271 Mix Number: Design Strength: 3000 Time Batched: 15 :35 Time Placed: 15 :55 Batch Size: B Slump: 4.5 (ASTM C 143) Air Content: 5.4 (ASTM C 173) Concrete Temp: 83 (ASTM c 1064) .Ambient Temp: 81 Water Added: No Water Added on Site Technician: J. Cormier _i_ASORATORY TEST RESULTS (As-rm c 39) No Breaks in this Report Remarks: S�TYPES OF FRACTURE !113 �2 ! (( Type Type i Typo 7 Copies to: ��TI j TYPO, Type Typ.s Reported by: /11.2-":411--- Richard Bellucci President REPORT OF CONCRETE CYLINDER TEST Allied Testing Laboratories, Inc. 115 St,George Road,Springfield, MA 01104 Report Date: 7/9/13 Project Number: Sage, Zoe Senior Report Number: 2 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: 7/8/2013 Time Sampled: 14 :22 Location of Sample: Wall from C4-J1 Supplier: Construction Service Truck Number: 340 Ticket Number: 11382 Mix Number: Design Strength: 300o Time Batched: 13 :55 Time Placed: 14 :15 Batch Size: B Slump: 4.5 (ASTM C 143) Air Content: 4 .7 (ASTM C 173) Concrete Temp: 85 (ASTM C 1064) Ambient Temp: 87 Water Added: No Water Added on Site Technician: J. McGreevy LABORATORY TEST RESULTS (ASTM C 39) No Breaks in this Report Remarks: TYPES of FRACTURE k- / r Type, M.2 IEEE Copies to: . T.p.. TYP] typo6 Reported by: .6414-41,-X----". Richard Bellucci President REPORT OF CONCRETE CYLINDER TEST Allied Testing Laboratories, Inc. 115 St. George Road, Springfield, MA 01104 Report Date: 7/16/13 Project Number: Sage, Zoe Senior Report Number. 2 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: 7/8/2013 Time Sampled: i4:22 Location of Sample: Wall from C4-.31. Supplier: Construction Service Truck Number. 340 Ticket Number 11382 Mix Number: Design Strength: 3000 Time Batched: 13 :55 Time Placed: 14 :15 Batch Size: 8 Slump: 4.5 (ASTM C 143) Air Content: 4 .7 (ASTM C 173) Concrete Temp: 85 (ASTM C 1064) Ambient Temp: 87 Water Added: No Water Added on Site Technician: J. McGreevy LABORATORY TEST RESULTS (ASTM C 39) Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture K-445 7/15/2013 7 26015 4.00 12.57 2070 69% 5 K-446 8/5/2013 28 4.00 12. 57 5 K-447 8/5/2013 28 4 .00 12. 57 5 K-448 8/5/2013 28 4 . 00 12. 57 Remarks: TYPES OF FRACTURE Y � . 2 4L tYW i 2 TypeJ Copies to: Reported by: Richard Beilucci President REPORT OF CONCRETE CYLINDER TEST Allied Testing Laboratories, Inc. 115 St George Road,Springfield, MA 01104 Report Date: 7/17/13 Project Number: Sage, Zoe Senior Report Number: 3 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: 7/9/2013 Time Sampled: 15 :03 Location of Sample: Ftg. 5 Line, M-P, 8 Line, M-P, 904 Line W-ZZ * Supplier Construction Service Truck Number: 391 Ticket Number: 11396 Mix Number. Design Strength; 3000 Time Batched: 14 :45 Time Placed: 14 :57 Batch Size: ii Slump: 3 {ASTM C 143) Air Content: 5.0 (ASTM C 173) Concrete Temp: 83 (ASTM C 1064) Ambient Temp: 81 Water Added: No Water Added on Site Technician: J. Cormier LABORATORY TEST RESULTS (ASTM C 39) Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture K-389 7/16/2013 7 36900 9. 00 12.57 2940 98% 5 K-385 8/6/2013 28 4 .00 12 ,57 5 K-386 8/6/2013 28 4 .00 12.57 5 K-387 8/6/2013 28 4 .00 12.57 5 Remarks: = 13 Line, L-G TYPES 04'FRACTURE r AN Opel z Twirl Copies to: � ;m •rv.S ryp.n Reported by: /i'�t" Richard Bellucci. President REPORT OF CONCRETE CYLINDER TEST Allied Testing Laboratories, inc. 115 St George Road,Springfield, MA 01104 Report Date: 7/10/13 Project Number: Sage, Zoe Senior ReportNumber: 3 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: 7/9/2013 Time Sampled: 15:03 Location of Sample: Ftg. 5 Line, M-P, 8 Line, M-P, 904 Line W-ZZ * Supplier: Construction Service Truck Number: 341 Ticket Number: 11396 Mix Number: Design Strength: 3000 Time Batched: 14 :45 Time Placed: 14 :57 Batch Size: 11 Slump: 3 (ASTM G 143) Air Content 5.0 (ASTM C 173) Concrete Temp: 83 (ASTM C 1064) Ambient Temp: al Water Added: No Water Added on Site Technician' J. Cormier LABORATORY TEST RESULTS (ASTM C 39) No Breaks in this Report Remarks: * 13 Line, L-G TYPES OF FRACTURE fY ,A 1 .I im, Type 2 rypt3 Copies to: N ip'5Type{ Reported by: /666-167-41/6-"'----. Richard Bel.lucci 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 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: a9 (ASTM c lost) Ambient Temp: 98 WaterAdded: No Water Added on Site Technician: B. Mayne LABORATORY TEST RESULTS (ASTM C 39) No Breaks in this Report Remarks: TYPES of FRACTURE V *r F. .V .2 10 T • Copies to: m.. T , Type. Reported by: AZ a`-� Richard Bellucci President REPORT OF CONCRETE CYLINDER TEST Allied Testing Laboratories, Inc. 115 St. George Road,Springfield, MA 01104 Report Date: 7/1B/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 Attn: 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 143) Air Content: 5.5 (ASTM C 173) Concrete Temp: 85 (ASTMC1064) 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 Fnncnna r / . A rrw, TyPPT Copies to: ,. T,>R, TyPoS ,,.. Reported by: G e-41140-®.- Richard Bellucci President