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Home My WebLink About0322 FALMOUTH ROAD/RTE 28 (2) Nids. A) CONCRETE PLACEMENT INSPECTION 99 Engineering g PROJECT: Briggs En Ineerin & Testing BALISE NISSAN/HYANNIS �41 A Division of PK Associates, Inc. PROJECT#: 26083 INSPECTOR: Brian Reeves PAGE OF DATE: 12/01/11 CODE: C26 TEMP.: H 48F L• WIND.: L H HUMID.: H L ICLOUDY - Concrete Source: Cape Cod Ready Mix General Contractor: Associated Builders Storage Location: Curing Box: X Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. 'Preplacement: Weather X y Steel:+arrangement X Temp. X 'Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. Unless otherwise noted all tests were conducted in accordance with ASTM's C31, C138, C143, C173, C 231 and C1064 respectively. ASTM C-94 Limits ASTM G94 Limits Time Limits X 1-1/2 hrs. max. Temperature X 50-90° F Slump X 2-4" Mixing N/A 70-300 Rev. Air content X 4 - 7% Density N/A ± 3 p.c.f. Location: Wall line at .9 + 1 line from line 8 to line A, at A line from 1 line to 5 line and at 5 line from A Fine to H line Remarks: The following is a list of all trucks sampled. All other trucks were verified to be in conformance with ASTM C94 and Project specifications. Any trucks not in compliance with standards may be tested, and are noted herein. Method of placement: Chute X Pump Other Total Cubic Yards Placed 50 Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. C.A. Cyl. Set Gals. Unit No. Time . No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight min. °F °F Deliv. Required in. water cf) 1 2:20 73 11 53 67F 3.75" 4.7% 48F 3000 3000 3/4 4 1 12 3 4:05 73 11 1 57 66F 3.25 4.9%1 48F 3000 1 3000 3/4 4 1 2 . 10 eX 100 Weymouth St.,Unit B-1,Rockland,Ma 02370 100 Pound Rd.,Cumberland,RI 02864 Approved: c.p.i. Rev. 3, 07 Director of Field Operations: Sean Skorohod YT T � � ,' �TINC.ASSOCIATED B0IL� S; IB 41NDUSTRIAL DRIVE•SOUTH.HADLEY,MA 01075t (411)5 00 1 FA 413�53�6 0908 DI V f Z5I o May 18, 2012 Thomas Perry; Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Building Permit—B 20112699 Balise Nissan Dealership C322 Falmouth Road;Hyannis;_MA 02601 , Dear Mr. Perry, We are pleased to inform you that construction under the above referenced permit is substantially complete with the exception of landscaping which is scheduled for next week. We have enclosed our latest field inspection report,photographs and final construction control reports for all engineers except the site civil engineer. As soon as the landscaping is complete and we receive the final report we will forward it to your office. It has been a pleasure working with you and your staff. Sincerely, Associated Builders,Inc. Kimberly M. Masiuk, P.E. SPECIAL INSPECTION FIELD REPORT ASSOCIATED BUILDERS, INC Project Balise Nissan 4 INDUSTRIAL DRIVE Job Location 322 Balise Nissan Dealership SOUTH HADLEY, MA 01075 Date 05-18-12 (413)536-0021 Building Permit No. B 20112699 PRESENT ON-SITE Associated Builders, Inc. (Site Inspectors)—Kimberly Masiuk Associated Builders, Inc. General Contractor —Paul Ciolek WORK SUMMARY 95%Complete Erosion Control Silt fence installed,stone construction exit in place. Earthwork Complete Sanitary Sewer Complete Storm Drainage Complete Water Service Complete Gas Service Complete Electric Service Complete Site Lighting Complete,except wall packs scheduled for 5/19 Tel/Data Service Complete Paving&Curbing Complete,grout joints of precast concrete curb next week Landscaping, Fencing& Final loam and seed complete Plantings to begin next week. Si na e Footings&Foundation Complete Concrete Floors Complete Exterior Concrete Complete Masonry Complete Steel Framing/Sheeting Complete Light Gage Framing Complete Foundation Insulation Complete Building Insulation Complete Membrane Roofing Complete Exterior Wall Finishes Complete Doors&Windows Complete Interior Finishes Complete Ceilings Ceiling in electrical room left open for electrical work Plumbing Complete Fire Protection Complete HVAC Complete Electrical Complete,electrical work in parts in progress y Fire Alarm Complete Miscellaneous Com lete NOTES&OBSERVATIONS Signs by Owner next week. DCI fixtures/fumishings by Owner May 21th. Fencing around dumpster by Owner. ATTACHMENTS Photographs ENGINEER: DATE: yrnberly M.Mas' k,P.E. , r Final Report of Tests and Inspections for Quality Assurance (For compliance with the 8ch Edition of the Massachusetts State Building Code) Project: Balise Nissan Location: 322 Falmouth Road, Hyannis, MA 02601 Owner Information: Balise Automotive Reatly, Limited Partnership 1102 Riverdale Street, West Springfield, MA 01089 Agent Information: c To the best of my information, knowledge and belief, the tests and inspections itemized in the Statement of Special Inspections submitted for permit have been performed and all discovered discrepancies have been reported and resolved other than the following: Comments: Interm reports submitted prior to this final report form a basis for, and are to be considered an integral part of this final report. Respectfully Submitted, N OR MNSO D,Q 'f I �� KIMBERLY GcP� 1YY�h� ./ IN Vl 't�L((l 4 MASIUK Type or print gent name and title No 40474 o /STE��4•�Q FSS�ONALE ign ,ure of Age bat Registration Seal(if applicable) 16 Final Report of Tests and Inspections for Quality Assurance (For compliance with the 8t'Edition of the Massachusetts State Building Code) Project: Balise Nissan Location: 322 Falmouth Road, Hyannis, MA 02601 Owner Information: Balise Automotive Reatly, Limited Partnership 1102 Riverdale Street,West Springfield, MA 01089 Agent Information: To the best of my information, knowledge and belief, the tests and inspections itemized in the Statement of Special Inspections submitted for permit have been performed and all discovered discrepancies have been reported and resolved other than the following: Comments: Q^-A- Interm reports submitted prior to this final report form a basis for, and are to be considered an integral part of this final report. Respectfully Submitted, St{OF Qq$ Anthony P. Caputo P.E. Qc?; Type or print agent name and title I Q 'O �Q �bNAL i at re of Agen Date l Registration Seal(if applicable) e . 16 r Ted Greenlaw P.E. 183 Columbia Rd. Hanover, MA 02339 tel4 781-826-8369 fax* 781-826- 8399 e-mail tedgreenlawpe@yahoo.com January 12,201.2 Michael. Ciolek Jr. Associated Builders 4 Industrial Drive South Hadley, MA 01075 RE: Balise Nissan 322 Falmouth Road Hyannis MA Final Structural Inspection: On this day I inspected the pre-engineered Ceco steel building. I found the structure to be erected in compliance with the erection drawings supplied by Ceco Buildings. As well., the structure is erected incompliancc with the applicable provisions of the 8" edition of the Mass State Building Code, Industry standards for erection tolerances and workmanship. It is my opinion that the structure is erected properly and will perform as designed by Ceco Buildings ReS Mn.,;,s�j o •� THEODORE ed enlaw P.E. ' U C. N ► GREENLAW NO.29W'3 s c c�9�FFSs11oNP�i�oa�► `��STAlrGT11PPi i Final Report of Tests and Inspections for Quality Assurance (For compliance with the 81h Edition of the Massachusetts State Building Code) Project: Balise Nissan Location: 322 Falmouth Road, Hyannis, MA 02601 Owner Information: Balise Automotive Reatly, Limited Partnership 1102 Riverdale Street,West Springfield, MA 01089 Agent Information: South Shore ngineering leam. , Inc. �729 bigten St. lianeP„ , Mn 92339 Electrical Engineers To the best of my information, knowledge and belief, the tests and inspections itemized in the Statement of Special Inspections submitted for permit have been performed and all discovered discrepancies have been reported and resolved other than the following: Comments: Michael Walsh Electrical I. Educate Owners Agent as to operation and maintenance all Systems. T Lmit FinalAs-Built rawings. Interm reports submitted prior to this final report form a basis for, and are to be considered an integral part of this final report. Respectfully Submitted, ►►AAAA Carl J. Wagner °�P� °' A4ASs,®. v �� James P. Stroke JAMES e P. ► Type or int agent name and title STROKE a NO. 20068 ► GIST •►► NAL EN Signa o A nV D e Registration Seal(if applicable) N 16 Final Report of Tests and Inspections for Quality Assurance (For compliance with the 8th Edition of the Massachusetts State Building Code) Project: Balise Nissan Location: 322 Falmouth Road, Hyannis, MA 02601 Owner Information: Balise Automotive Reatly, Limited Partnership 1102 Riverdale Street, West Springfield, MA 01089 Agent Information: To the best of my information, knowledge and belief, the tests and inspections itemized in the Statement of Special Inspections submitted for permit have been performed and all discovered discrepancies have been reported and resolved other than the following: Comments: Interm reports submitted prior to this final report form a basis for, and are to be considered an integral part of this final report. 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ANY y 'r" "Qw-e Al +."'fx`•A 7 � n�� x ,s3 .�Ks s �±,� WAS + « x ti A' 4 y -41 �:�� - • T � Wax �.MR 1 w. - -' ^ • �S 7 � 3 � � •�yr .K ,.'xr' � a; y<•t- ,•wxGSl+�'C¢ .-...3 r n 4'eye �g�1tra. <.- s { Balise Nissan 05-18-12 t - • F ter E' VM 14 IVI {{p yy e f f� - e � W ._ fs k�♦yr{ v x ryil < R " ; Balise Nissan 05-18-12 ASSOCIATED BUILDERS INC. 4,INDUSTRIAL DRIVE•SOUTH HADLEY,MA 01075 (413)536-0021 FAX(413)536-0908 May 4, 2012 Thomas Perry, Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Building Permit—B 20112699 Balise Nissan Dealership 322 Falmouth Road,Hyannis,MA 02601 Dear Mr. Perry,. In accordance with the Massachusetts State Building Code requirements for Special Inspections,we are providing you with.our latest Field Inspection Reports and associated documents: Please call if you,have any questions or concerns. Sincerely, Associated.Builders,Inc. Kimberly M. Masiuk, P.E. jig, SPECIAL INSPECTION FIELD REPORT ASSOCIATED BUILDERS, INC Project Balise Nissan 4 INDUSTRIAL DRIVE Job Location 322 Balise Nissan Dealership SOUTH HADLEY, MA 01075 Date 05-01-12 (413)536-0021 Building Permit No. B 20112699 PRESENT ON-SITE Associated Builders, Inc. (Site Inspectors)—Kimberly Masiuk&Robert Frasco Associated Builders, Inc. General Contractor —Paul Ciolek WORK SUMMARY 92%Complete Erosion Control Silt fence installed, stone construction exit in place. Earthwork Complete Sanitary Sewer Complete Storm Drainage Complete Water Service Complete Gas Service Complete Electric Service Complete Site Lighting Bases are set. Light poles and fixtures to begin. Wall packs needed. Tel/Data Service In progress Paving&Curbing Base course complete,top course in progress. Granite curb in progress. Landscaping, Fencing& Final loam and seed in progress. Plantings to begin this week. Construction fencing to be Si na a removed this week. Need fencing around dum ster. Footings&Foundation Complete Concrete Floors Complete Exterior Concrete Complete Masonry Complete Steel Framing/Sheeting Complete Light Gage Framing Complete Foundation Insulation Complete Building Insulation Complete Membrane Roofing Complete Exterior Wall Finishes Complete Doors&Windows Complete Interior Finishes Complete with the exception of a small amount of flooring in showroom and paint touch up. Ceilings Complete Plumbing Plumbing rough in complete. Fixtures 90%complete. Request final inspection for next week. Fire Protection Complete. After fire alarm is connected request final inspection with Town. HVAC Complete Electrical Rough wiring complete. Fixtures and finish in progress. Waiting for delivery of fixtures, bulbs and wire guards and sleeves for parts. Fire Alarm Final connections to be made this week. Request final inspection with Town for next week. Miscellaneous Complete NOTES&OBSERVATIONS Parts racking by Owner to be installed next week. Signs by Owner week of May 7th. DCI fixtures/fumishings by Owner May 17th for reception and May 21 st for remainder. Fire extinguishers by Owner needed. ATTACHMENTS Photographs & Briggs Testing Report ENGINEER: DATE: imberly M.IOU,U,P.E. - x t ,�;.. yr,:_ �+'� . +r�„Y"�� a��.�+"' u si•'.v>w• ..rt- .�a•..'�iy; �.M�..r �^4 ,°•,c'*• fir«^ ✓,^ "S fi :.. ..:�,�"'r r } �,,`� . f F 1 1 � Balise Nissan 04-20-2012 y v.. P � O S' -.� T ,+ mow..•.--+•..!`u".,�•.+*�,-, •«�r z,• `�.Y.w�•:w.,.w^+„ v -. - � �� # • •A•• of ��y� .,,,.fir.. .� '�rv.lA�j".+S.T�R � �Ri.`K'1y NM -.e..�Y'rW i sJ", ^. � � yy r.[ xP .r'1is .iwF-*•f"�4r tf .. � ♦.s �y ��"f•„♦.rj,,`-•'•."� ,,��n � {c'ZEtl+^,�"" '"'�'A` ,ti., y"i�,: ..^�:•'" T n� :N r ♦ sr ✓°..« '',� f.�7-.��`"y—�� -�.rr 'n�,�� ,�a��^t! ' ,-�I:.'rm� l.s"' !• p. •Y� 'Ta�F� —r7-'��t+S"�.F � 'Y:;y��Y "r r _ f � � a ' F 5 s�i an 6�.s.. �� GGY..,,��yyt..,,,,♦ �• {�y,�y`Ti..+.,�W f w - iy ` + T� { � � 'a'L • . '•1� �• 4 - r 'Y '.'y 1M'..� ems. -' .. { ��y��"� Balise Nissan 04-20-2012 J� 4 � a b =� N; u f C i 1' F r ` � f AW s Von a "� t.*r+• _ emu-4. ,- .•�,:.-.•=-.� ..� �� -S�, ^ w r Balise Nissan 04-20-2012 -v :tr f Pt e 9 k � g � .1 r w, • T� 1 #T u q. .CiUFegpFAFE' � .ti ,.. r Y �F ^� r v yya+4 v 74 V e. rl r�4 'Arun r � e - r Balise Nissan 04-20-2012 r ,7 Sk. NiI• d' Now A. ,Y. zv� . a , F +1y Balise Nissan 04-20-2012 zWz-LO`90 uessiN asileg MIR R F F ; f , r. a r xm r n it x r e _y 7fa r � 1 r ai '- ai; � � � � ter''• �s .� � „. a' f .{e i 1 _ - Balise Nissan 05-01-2012 �e c NT 41 , ,:,. =rev. . .. ��,,,r=?`1'+.v`��t� �� R ` r.t' f.�38" e� •41 t . ! , I A t m �. f Ulf w 5 �r . y 4 i l JC. Q'CI LU 4 Balise Nissan 05-01-2012 r.l n S Y t' 4 Balise Nissan 05-01-2012 E016 Br1ggs- �..�1i.ginBe:�In �.1 g t� �C8. 11g -- -W Associated Builders, Inc. April 24, 2012 c/o Ms. Kimberly M. Masiuk, P.E. 4 Industrial Drive South Hadley, MA 01075 RE: Soil Compaction Site Visit April 19, 2012 Proposed Balise Nissan Dealership Rt. 28, Hyannis, MA The undersigned Engineer visited the subject site and performed soil compaction tests at the rear (north) parking lot as shown on the attached sketch. Twelve soil compaction tests were accomplished in compacted fill areas across the proposed north parking lot. Tests were accomplished using a nuclear densometer with Proctor value of 134.8 pcf at optimum moisture of 5.8 for the reclaimed asphalt and gravelly sand fill. All tests were performed at finished base course grade (bottom of proposed asphalt grade). Tests are tabulated as follows with F' indicating failed tests with results less than the required 95% compaction and R indicating retest of those failed tests. Test Depth Below Percent Percent Number. Pavement Base Compaction Moisture 1 0 95.9 5.0 2 0 95.7 ✓ 5.5 3 F 0 91:4 u 7:4 4 0 97.3 4.6 5 F 0 91.9 k 6.1 6 0 97.3 5.5 7 0 97.1 4.7 8 F 0 91.0 x 10.1 9 0 98.3 ✓ 5.5 10 0 97.1 5.7 " 11 0 96.0 5.1 12 0 95.9 4.6 WW.briiggsengineering.corn 100 Weymouth Street,Unit81;Rockland,,MA Offices in Boston,MA and Cumberland,RI ph 781-871-6040,fax 781-871.-7982 Proposed Belise Nissan Falmouth Road Hyannis,MA No. Compaction Visit 4/19/12 Page 2 of 2 The Contractor was moistening and compacting various areas while Briggs was onsite and focused on failed test locations 3, 5 and 8 and immediately surrounding fill areas. Retests were performed proximal to previously failed tests and are tabulated as follows: Test Depth Below Percent Percent Number Pavement Base Compaction Moisture 3 R 0 93.6 X 7.7 5 R 0 95A ✓ 5.1 8 R 0 95.3 ✓ 9.9 Four more passes were made with the vibratory roller and location 3 was retested again. 3 R 0 95.2 ✓ 7.6 Briggs informed the Contractor of satisfactory results after completion of extra compaction at locations 3, 5 and 8 then departed the site. Please feel free to contact us if you have any questions. Very Truly Yours Briggs Engineering & Testing David W. Geisser' Project Engineer DWG:dg Enclosure: Figure 1 I . 11 CARIWABLDG 7 12 9 PROPOSED NORTH PAVEMENT 10 .AREA 8 5 3 2 W W fY H N O 6 4 1 a . O U ' —__sEXISTING BLDG ,. ij LEGEND: LOCATION PLAN I.. PROPOSED BELISE NISSAN FACILITIES ' NUMBER AND APPROX. 332 FALMOUTH ROAD, HYANNIS,MA ' LOCATION OF SOIL COMPACTION TEST Seale: N.T.S. Drawn: DWG BY BRIGGS. FIG.1 Briggs Engineering&Testing APR 19 '2012 Check; DWG ADirision ofPKAssociotes,Inc. o F Concrete Cylinder Test Results CF-11 BRIGGS Briggs Engineering & Testing Project: Balise Nissan/ Hyannis �_ A Division of PK Associates. Inc. _ Project No.: 26083 Date: 3/12/2012 Client: Associated Builders, Inc. Placement Sidewalk/ Bearses Way Location: Sample Location Sidewalk ✓ / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172,C31,C39,C143,C173,C231,C138,&C1064 unless otherwise noted. Concrete Source: Cape Cod Ready Mix General Contractor: Associated Builders Mix I.D.: 40D Ticket No.: 61402 Time of Test: 11:17 Cement/ Pozzolan Type: Strength Delivered: 4000 Load No.: 1 Cement, Ibs: Strength Required: 4000 ✓ Set No.: 1 Pozzolan, Ibs: Truck No.: 53 'No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: 10:17 Slump, in.: 3.0 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 4.7 ✓ Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., °f: 68 Air Entraining, oz.: Air Temp., af: 35-68 Other,l: Prepared by: Mario Noel Other,2: Was HI / LO Therm. provided? No Added Site Water, gals.: 0✓ Curing Temp.(High / Low), af: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? Moisture Loss Prevention: Caps Field Curing Time, hrs.: 48 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (Ibs.) Strength (psi) Type 10A 3/19/12 7DAY 4 8 12.57 143.9 45930 3650 4 10B 4/9/12 28✓ 4 8 12.57 143.5 58870 4680✓ 2 l OC 4/9/12 28✓ 4 8 12.57 143.7 60250 4790✓ 2 10D 4/9/12 28 ✓ 4 8 12.57 143.4 59680 4750✓ 2 Results within specifications:_®Yes ❑No "Reported cylinder density reflects the estimated density upon receipt. ® 100 Weymouth St., Unit B-1,, Rockland, MA 02370 Tested By:Gregory MacKay/Cert#01006690 ❑100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06, Appendix 2 QC-CTP-1 Laboratory Director: Sean P. Skorohod Page 1 Soils Compaction Report Briggs Engineering & Testing PROJECT: BALISE NISSAN/HYANNIS �1�113MS _ �� A Division of PK Associates, Inc. PROJECT#: 26083 - 1 INSPECTOR: Erich Walker EMP.#: REPORT#: DATE: � 4/04/12 1 CODE: IPAGE TEMP.: H L WIND: H L HUMID: H L Troxler Serial Number: 36946 Type of Gauge: 3440 Density Count: 2494 Moisture Count: 718 Maximum Dry Density: 141.5 ✓ Optimum Moisture Content: 5.5 Soil Description: Gravelly sand Material Source: On site Minimum Compaction Requirement: 95.0% Proctor Type: ASTM 1557 AASHTO T 180 Test Location Estimated Elev. Wet Dry Percent Percent .Optimum No. Area Tested Density Density Compaction Moisture Moisture 1 West driv eway A 10 x 20 Grade 144.3 139.8 98.8 ✓ 3.2 5.5 2 West driveway B 10 x 20 Grade 1 147.2 141.4 99.9 ✓ 4.1 5.5 3 West driveway C 10 x 20 Grade 142.5 137.0 96.8 ✓ 4.0 5.5 4 West parking lot A 20 x 20 Grade 140.1 134.7 95.2 ✓ 4.0 5.5 5 West parking lot B 20 x 20 Grade 139.7 134.4 95.0 ✓ 3.9 5.5 6 West parking lot C 20 x 20 Grade 140.8 134.6 95.1 ✓ 4.6 5.5 7 West parking lot D 20 x 20 Grade 1 140.8 134.6 95.1 ✓ 4.6 5.5 8 South lot A 15 x 15 Grade 140.8 134.8 1 95.3 4.4 5.5 9 South lot B 15 x 15 Grade 145.5 138.7 98.0 4.9 5.5 10 East lot A 10 x 20 Grade 143.7 136.7 96.6 ✓ 5.1 5.5 11 East lot B 10 x 20 Grade 141.4 134.7 95.2 ✓ 5.0 5.5 12 East lot C 10 x 20 Grade 141.3 134.6 95.1 ✓ 5.0 5.5 Tests not meeting requirements: 0 Who notified: Recommendations: Remarks: All tests were conducted in accordance with ASTMS D 2922 and D 3017. . r Note: All,of the test results and findings contained within this report are limited to the areas indicated. ® 100 Weymouth St.,Unit B-1,Rockland,Ma 02370 100 Pound Rd.,Cumberland,RI 02864 Approved: s.c.r. rev.4 04 Director of Field 0 erations: Sean Skorohod PF ASSOCIATED BUILDERS, INC. 4 INDUSTRIAL DRIVE•SOUTH HADLEY,MA 01075 (413)536-0021 FAX(413)536-0908 April 16, 2012 Thomas Perry, Building Commissioner C Town of Barnstable 200 Main Street } 4 Hyannis, MA 02601 ' µ.me RE: Building Permit—B 20112699Ln Balise Nissan Dealership 322 Falmouth Road', Hyannis, MA 02601 n Dear Mr. Perry, In accordance:with the Massachusetts State Building Code requirements for Special Inspections,we are providing you with our latest Field Inspection Reports and associated documents. Please call if you have any.questions or concerns. Sinc ely, �. Associated Builders,Inc. Kimberly M. Masiuk, P.E. SPECIAL INSPECTION FIELD REPORT ASSOCIATED BUILDERS, INC Project Balise Nissan 4 INDUSTRIAL DRIVE Job Location 322 Balise Nissan Dealership . SOUTH HADLEY, MA 01075 Date 04-13-12 (413)536-0021 Building Permit No. B 20112699 PRESENT ON-SITE Associated Builders, Inc. (Site Inspectors)—Kimberly Masiuk Associated Builders, Inc. General Contractor —Paul Ciolek WORK SUMMARY 73%Complete Erosion Control Silt fence installed,stone construction exit in place. Earthwork Final grading in parking lot in progress. Sanitary Sewer Stubbed through foundation and connected to oil/water separator. Concrete vault with metal hatches installed. Storm Drainage Drainage structures and piping in progress. Roof leaders in progress Water Service Domestic line complete and fire line complete Gas Service Line from street installed and stubbed up outside of building. Electric Service Meter installed. Final service installed.Temp to be removed. Site Lighting Light pole bases in progress Tel/Data Service Rough wiring in progress throughout. Paving&Curbing Partially paved at Bearse's way entrance Landscaping, Fencing& Construction fencing complete. Si na e Footings&Foundation Footings,Foundation walls,and interior piers complete. Floors Vapor barrier&concrete floor installed. Trench drains installed. Exterior Concrete Bollards installed. Concrete walks and aprons in progress.Concrete and U.G tank pad complete Masonry Restroom walls repaired. Ongoing. Steel Framing/Sheeting Primary and secondary steel complete. Exterior metal wall sheets complete. Light Gage Framing Exterior walls complete. Interior framing complete. Foundation Insulation Complete. Building Insulation Exterior vapor barrier complete. Metal building and roof insulation complete. Membrane Roofing Complete. No edge metal on front of building. On hold until ACM panels are installed. Exterior Wall Finishes Ceco metal wall panels installed.ACM fabrication in progress. Metal clips for NISSAN louver installed. Metal louver in progress,horizontal ribbed metal panels in progress Doors&Windows All glazing installed. OH doors complete, interior doors in progress Interior Finishes Interior metal panels in progress on parts/sales demising wall. Panels in service installed. Plywood sheeting and drywall in progress,waiting on electrical power&data. Painting steel in service area in progress.Wall and floor tiles in progress Ceilings Acoustical ceiling in progress Plumbing Plumbing rough in complete.Sign off from building department. Fire Protection Stubbed through foundation, main piping complete.Sprinkler riser and testing in progress HVAC Gas piping complete,rooftop units installed,duct work in progress. HVAC duct installed through roof,curbs installed, unit heaters installed. Main trunks and distribution installed. Diffusers through acoustical ceiling in progress. Electrical Power and data wiring in progress. Waiting on electrical inspection to drywall. Door sensors in ro ress. Electrical for site lighting in progress Fire Alarm In progress. Miscellaneous Nissan portal structure complete. U.G storage tank complete NOTES &OBSERVATIONS Adding 3'xT framed opening from the sprinkler room into the tool room as requested by the Fire Department. ATTACHMENTS Photographs& Briggs Testing Report ENGINEER: DATE: berly M.Masiu ,P.E. 77 ,7_,.. F_ : 40 If ro a u , r , E ` Y 4Y�• - 4 y , G�7 s 9� �- sM in' e ram` C '• ..• n r ' o- � fy Balise Nissan 04-06-12 Am r ` .. - ' ' ,OL • rl 4 MCI IMIII�M I � TM ". r f1 r I r " , F Balise Nissan-04-06-12 f a — ,• 1 s , : �f A m n. r W � N a Lk .p -,1A7 S w r MOF &a F .wF a x Bali Nissa -04-06-12 i i r � t x alb"r'°.-^ �w,.<.-:�•�•�"�' 'c� �t � � �I pri1M• � �� I_ _ t •• 4� I sF� Al P' SSS s O Balise Nissan-04-06-12 kT - �` zl �i. 4:4. fs. 41 P �i 1-- Kil -, 41 C?1 d ACV , a k is t x{{s s u � n , r 7 k� r Sr 3 I s s-�" ILL`. .i'■� ' ' •wy.�-� fir+ w.!=y �•�GS�4' +Mk ..''.:*MPWw. fi7 - 17 r , x • �-' �r,�',�� " v,,�. '-•,ww...AMR, ,Y. , � a wo lige Nig04-06.12. _ g �*.�} rw _aJ VA AWW ,w+�Ry��'p- �A,r-�+*w..^1 at �Y"^�}q,`" y,. ` 1 +k� �' ��. � 'r.r:.G ' • �+� - a_.rMMi y e i TM r' w. i y ar e c: i s w y f s. ti • = 4 S 1 oYr 4 r , Y i • r 7Y; u r 3 F x x ♦ 4 Z Aggi MS sY � , .� `i 4 se r &"z rxi ' !•=Ply � � iN �� k g ,a r <7 ' ., •� `, ise•Kl anU: 4 06•'1M2 - , 7. « ti w*I y " ? E I" w +^,.�"� '"d"' ;, f'"a 'Sttu x �x s, ,«„ ��„t�•�i�'° � � � �� '1-s'�.�1�,� 'fit 250 - , } AnR 3�00 Aptn'# "kr ��zj n Fx r $ s wa +t -4w ♦ P 1 tf a S"�'� n. Av y u .s a d s' •.' p. ff 'wig+'' �' .r�.w'6 ..«r'�•a. � v 5,. 5.'�'^w: - , R. e rt so xra 14 no y JS y .a s a wr Y pP J . Illrrr '''� �q•' ,4 ��, .+ems nor �C ►wry, �`'+ ,�� , , Balise Nissan-04-06-12 • e i i w^' L x «1 e as •�.w ��Wit',d � �. _ * '.• 'rr"I�r�Isllrrrelrr.l�lA•II�IiYr1iMlMllrl ... � . ��,.. ,. ` - i 1 � a ` • - °•! - n - N ° 6' �. ..aye. r rn , • � _: "�.., � alise Nissan 0 - t41 � yy. 9 �• j Yw.r n ,t 4'/ '� e kA of R r s c yy � �•°."� f' "F I' .l• ` � P PPP • R I' � z A r ,I ♦ s��yy o . t nt eff 0., pt1rUM1NUM PETERSEN R(,UWN UM R 18488 I0411111 i8aaa �1��CI��1 • ��., r --' 1 ;tea- �� - d 1410 .«» D �., -'ia" '.�,�"' `,,� ,',.a,'.-�, "-• ' ` ,' �ti`„^ y,KCM wl.a4ye.'.eoo" ^,.."�#��r�'` jil.,, ^U 'Y i Iy �€ , •.F' «-.. ('f r. .�,',.1:.: .+".y�/AN �' ETA r((� 35�it „ M ,, R • iliy i�� y�l , P i � "z q U " .r Balise Nissan-04-13-12 APR-04-2012 13:57 Briggs Engereering P.01i01 } Soils Compactjon Report W21x Briggs Engineering & Testing PROJECT. ; �, 4. S a BRIGGB . A Division of PK Associates, Inc. PROJECT#: e'2co TT- d. INSPECTOR: c•J tic�` ``«. EMPX., REPORT#: 010 1 1 DATE: /*?- CODE: PAi TEMP.: H t WIND: H L HUMID: H L Tro)der Serial Number: 165 y6 Type of Gauge: Density Count: �_ Moisture Count: 1 { Maximum Dry Denso., timum Moisture Content: Soil Description:---- Material Source: v J - S i Minimum Compaction Requiirement: 9 5.0°rb Proctor T e: AS'i vl 1557 AASHTO T i 80 Test Location Estimated Elev. Wet Dry Percenx Percent Optimum No. Area Tested Density Densit Cord c Moisture Moisture 1 A 3 I c;:02 Ss /33. 7 v 8 12 14 , ; µ 15. E Tests not meeting requirements-. Who notified: Recommendations: A PN- o,j� U ` si Remarks: All tests were conducted in accordance with ASTMS D 2922 and D 3017. Note: All of the test results and findings contained within this report are limited to the areaiindiLted. 100 Weymouth St.;Unit 13-I;Rockland,Ma 02370 100POUP.d'Rd.,Cumberlund,RI, 02M4 Approved: sx.r. rev 4 04 Director of Field 0 erations: Sean Si6io—hold TOTAL P.01 R ASSOCIATED BUILDERS, INC. 4INDUSPRIAL DRIVE-.SOUTH HADLEY,MA 01075 (413)536-0021 FAX(413)536-090.8 April 3, 2012 Thomas Perry, Building Commissioner. Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Building Permit—B 20112699 Balise Nissan Dealership 322 Falmouth Road,Hyannis,MA 02601 Dear Mr. Perry, In accordance with the Massachusetts State Building Code requirements for Special Inspections, we are providing you with our latest Field Inspection Reports and associated documents. Please call if you have any questions or concerns. Sincerely, . A Builders,Inc. Kimberly M. Masiuk, P.E.. Up SPECIAL INSPECTION FIELD REPORT ASSOCIATED BUILDERS, INC. Project Balise Nissan 4 INDUSTRIAL DRIVE Job Location 322 Balise Nissan Dealership SOUTH HADLEY, MA 01075 Date 03-30712 (413)536-0021 Building.Permit No; B 20112699 PRESENT ON-SITE Associated Builders, Inc. (Site Inspectors)—Kimberly Masiuk Associated Builders, Inc. General Contractor —Paul Ciolek WORK SUMMARY 58%Complete Erosion Control Silt fence installed,stone construction exit in place. Earthwork Grading in progress. Preparing for binder course paving for week of 4/2 Sanitary Sewer Stubbed through foundation and connected to oil/water separator.Concrete vault with metal hatches installed. Storm Drainage Drainage structures and piping in progress. Roof leaders in progress Water Service Domestic line complete and fire line complete Gas Service Line from street installed and stubbed up outside of building.. Electric Service Meter installed.Final service installed.Temp to be removed. Site Lighting Light pole bases in progress . Tel/Data Service Rough wiring in progress throughout. Paving&Curbing Partially paved at Bearse's way entrance Landscaping, Fencing& Construction fencing complete. Si na e Footings&Foundation Footings, Foundation walls,and interior piers complete. Floors Vapor barrier&concrete floor installed. Trench drains installed. Exterior Concrete Bollards installed. Concrete walks and aprons in progress.Concrete pad complete Masonry Restroom walls repaired. Ongoing. Steel Framing/Sheeting Primary and secondary steel complete. Exterior metal wall sheets complete. Light Gage Framing Exterior walls complete. Interior framing complete. Foundation Insulation Complete. Building Insulation Exterior vapor barrier complete. Metal building and roof insulation complete. Membrane Roofing Complete. No edge metal on front of building.On hold until ACM panels are installed. Exterior Wall Finishes Ceco metal wall panels installed.ACM fabrication in progress. Metal clips for NISSAN louver installed. Doors&Windows All glazing installed. OH doors complete, interior doors in progress Interior Finishes Interior metal panels in progress on parts/sales demising wall. Panels in service installed. Plywood sheeting and drywall in progress,waiting on electrical power&data. Painting steel in service area in progress.Tiles in progress Ceilings Acoustical ceiling in progress Plumbing Plumbing rough in complete.Sign off from building department. Fire Protection Stubbed through foundation, main piping complete.Sprinkler head piping not started. HVAC Gas piping complete, rooftop units installed,duct work in progress. HVAC duct installed through roof,curbs installed, unit heaters installed. Main trunks and distribution installed. Diffusers through acoustical ceiling in progress. Electrical Power and data wiring in progress. Waiting on electrical inspection to drywall. Door sensors in progress. Electrical for site lighting in progress Fire Alarm In progress. Miscellaneous Nissan portal structure complete. U.G storage tank complete, NOTES &OBSERVATIONS ATTACHMENTS Photographs & Briggs Testing Reports ENGINEER: ✓ DATE: IW/� i<i berly M.M iuk,P. . Concrete Cylinder Test Results CF-11 A Z- h BRIGGS Briggs Engineering & Testing Project: Balise Nissan/ Hyannis A Division of PK Associates, Inc. Project No.: 26083 Date: 2/23/2012 Client: Associated Builders, Inc. Placement Floor Slab on Grade: A- H at 1- 5 and 6- 8 at 3.2- 1 Location: Sample Location 2 - 3 at B✓ / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172,C31,C39, C143, C173,C231, C138, &C1064 unless otherwise noted. Concrete Source: Cape Cod Ready Mix General Contractor: Associated Builders Mix I.D.: 30D Ticket No.: 61181 Time of Test: 10:35 Cement / Pozzolan Type: St. Lawrence Strength Delivered: 4000 '/ Load No.: 4 Cement, Ibs: 517 Strength Required: 4000-/ Set No.: 1 Pozzolan, Ibs: Truck No.: 62 No. of Cyl.: 4 Fine Aggregate, lbs.: 1320 Batch Time: 10:05 Slump, in.: 4.0 Coarse Aggregate, Ibs: 1840 Coarse Agg. Size: 3/4" Air Content, %: 2.6 Water, gals.: 29.5 Density, pcf: Water Reducer, oz.: 10.3 Concrete Temp., *f: 72 Air Entraining, oz.: 1.0 Air Temp., *f: 50 Other,l: Prepared by: Andrew DeLorey Other,2: Was HI / LO Therm. provided? No Added Site Water, gals.: 15 ✓ Curing Temp.(High / Low), *f: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? Yes Moisture Loss Prevention: Caps Field Curing Time, hrs.: 24 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (Ibs.) Strength (psi) Type 7A 3/1/12 7DAY 4 8 12.57 145.1 48710 3880 4 713 3/22/12 28-/ 4 8 12.57 144.6 62340 4960 5 7C 3/22/12 28✓ 4 8 12.57 145.4 63880 5080✓ 1 7D 3/22/12 28✓ 4 8 12.57 144.9 61590 4900 ✓ 5 Results within specifications: ®Yes ❑No *Reported cylinder density reflects the estimated density upon receipt. ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Gregory MacKay/Cert#01006690 ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Sean P. Skorohod Page 1 ` Concrete Cylinder Test Results CF-11 BR3IGGS Briggs Engineering & Testing Project: Balise Nissan/ Hyannis A Division of PK Associates, Inc. Project No.: 26083 Date: 2/23/2012 Client: Associated Builders, Inc. Placement Floor Slab on Grade: A- H at 1- 5 and 6- 8 at 3.2- 1 Location: Sample Location 2- 3 at D / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172,C31,C39,C143,C173, C231, C138,&C1064 unless otherwise noted. Concrete Source: Cape Cod Ready Mix General Contractor: Associated Builders Mix I.D.: 30D Ticket No.: 61205 Time of Test: 1:05 Cement / Pozzolan Type: St. Lawrence Strength Delivered: 4000'/ Load No.: 12 Cement, lbs: 517 Strength Required: 40001,/ Set No.: 2 Pozzolan, lbs: Truck No.: 70 No. of Cyl.: 4 Fine Aggregate, lbs.: 1320 Batch Time: 12:36 Slump, in.: 5.0 Coarse Aggregate, lbs: 1840 Coarse Agg. Size: 3/4" Air Content, %: 2.4-l' Water, gals.: 29.5 Density, pcf: Water Reducer, oz.: 10.3 Concrete Temp., *f: 80 Air Entraining, oz.: 1.0 Air Temp., *f: 50 Other,l: Prepared by: Andrew DeLorey Other,2: Was HI / LO Therm. provided? No Added Site Water, gals.: 15 Curing Temp.(High / Low), *f: Was Storage environment provided in accordance with ASTM C31(60-80T for up to 5000psi, 68-78°f for over 5000psi)? Yes Moisture Loss Prevention: Caps Field Curing Time, hrs.: 24 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (lbs.) Strength (psi) Type 8A 3/1/12 7DAY 4 8 12.57 144.4 46210 3680 5 8B 3/22/12 28✓ 4 8 12.57 144.9 59330 4720 ✓ 5 8C 3/22/12 28'/ 4 8 12.57 144.7 59040 4700✓ 5 8D 3/22/12 28✓ 4 8 12.57 144.6 59450 4730✓ 5 Results within specifications: ®Yes ❑No *Reported cylinder density reflects the estimated density upon receipt. ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Gregory MacKay/Cert#01006690 ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Sean P. Skorohod Page 1 I Concrete Cylinder Test Results CF-11 'M" Project: Balise Nissan/ Hyannis BRIGGS Briggs Engineering & Testing A Division of PK Associates, Inc. Project No.: 26083 Date: 2/23/2012 Client: Associated Builders, Inc. Placement Floor Slab on Grade: A- H at 1- 5 and 6- 8 at 3.2- 1 Location: Sample Location 2-3 at 7 / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172, C31,C39,C143, C173,C231,C138, &C1064 unless otherwise noted. Concrete Source: Cape Cod Ready Mix General Contractor: Associated Builders Mix I.D.: 30D Ticket No.: 61210 Time of Test: 2:20 Cement/ Pozzolan Type: St. Lawrence Strength Delivered: 4000 / Load No.: 17 Cement, lbs: 517 Strength Required: 4000 '/ Set No.: 3 Pozzolan, lbs: Truck No.: 52 No. of Cyl.: 4 Fine Aggregate, lbs.: 1320 Batch Time: 1:42 Slump, in.: 4.01/ Coarse Aggregate, lbs: 1840 Coarse Agg. Size: 3/4" Air Content, %: 2.5 Water, gals.: 29.5 Density, pcf: Water Reducer, oz.: 10.3 Concrete Temp., Of: 74 Air Entraining, oz.: 1.0 Air Temp., Of: 50 Other,l: Other,2: Prepared by: Andrew DeLorey Was HI / LO Therm. provided? No Added Site Water, gals.: 15 Curing Temp.(High / Low), Of: Was Storage environment provided in accordance with ASTM C31(60-80T for up to 5000psi, 68-78°f for over 5000psi)? Yes Moisture Loss Prevention: Caps Field Curing Time, hrs.: 24 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (Ibs.) Strength (psi) Type 9A 3/1/12 7DAY 4 8 12.57 144.2 45990 3660 5 913 3/22/12 28 ✓ 4 8 12.57 143.7 60010 4780 '� 5 9C 3/22/12 28 4 8 12.57 144.0 58620 4660 / 1 9D 3/22/12 28 ✓ 4 8 12.57 143.4 59340 4720`/ 5 Results within specifications: ®Yes ❑No *Reported cylinder density reflects the estimated density upon receipt. 0100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Gregory MacKay/Cert#01006690 ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Sean P. Skorohod Page 1 CONCRETE PLACEMENT INSPECTION Briggs Engineering & Testing PROJECT: BALISE NISSAN/HYANNIS B-Ridd ✓ _� A Division of PK Associates, Inc. PROJECT#: 26083 _ l INSPECTOR: Mario Noel PAGE OF DATE: 03/12/12 CODE: C26 TEMP.: H 68F L 35F WIND.: L H HUMID.: H L Concrete Source: Cape Cod Ready Mix General Contractor: Associated Builders Storage Location: Curing Box: Other: on site Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. Unless otherwise noted all tests were conducted in accordance with ASTM's C31, C138, C143, C173, C 231 and C1064 respectively. ASTM C-94 Limits ASTM C-94 Limits Time Limits X 1-1/2 hrs. max. Temperature X 50-90' F Slump X 1 - 3" Mixing N/A 70-300 Rev. Air content X 4 - 7% Density N/A ± 3 p.c.f. Location: Sidewalk/ Bearses Way ✓ Remarks: A reinforcing steel inspection was performed for the above location. All reinforicng steel inspected conformed with the appropriate drawings/ specifications. The following is a list of all trucks sampled. All other trucks were verified to be in conformance with ASTM C94 and Project specifications. Any trucks not in compliance with standards may be tested, and are noted herein. Method of placement: Chute X Pump Other Total Cubic Yards Placed 8 Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. C.A. Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight (min.) (°F) (°F) Deliv. Required in. water ( cf) 1 11:00 53 8 65 68F 3" 4.7% 35-68F 4000 4000 3/4 4 1 0 ✓ ✓ ✓ eX 100 Weymouth St.,Unit B-1,Rockland,Ma 02370 100 Pound Rd.,Cumberland,RI 02864 Approved: c.p.i. Rev. 3, 07 Director of Field Operations: Sean Skorohod YT �4 y •m aSr, p .rv�.: T 3� 1t F� �P �� ..e'��.,.' 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