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Home My WebLink About1225 IYANNOUGH ROAD/RTE132 (5) 1� RESCOMTel(508)759-9828 Fax(508)759-9802 Architectural, Inc. P.O. Box 157 Bourne,MA 02553 December 23, 2008 Town of Barnstable Building Department 200 Main Street Hyannis, MA 02601 Attn: Tom Perry Re: Cape Codder Resort and Spa 1225 lyannough Road Dear Mr. Perry, Enclosed please copies of the following for the above referenced project: 1. Architect Final Construction Control Affidavits. 2. Engineer Final Construction Control Affidavits. 3. Site Engineer Compliance Letter. Should you have any questions or comments, please do not hesitate to contact me. Thank You Sincerely, Gregory B. Sir ni RESCOM Arc itectural, Inc. Encl. Copy.- East Coast Commercial Construction Catania Hospitality Group RESCOM ARCHITECTS CONSTRUCTION Architectural, Inc. M CONTROL AFFIDAVIT Residential& Commercial Architecture P.O. Box 157, 118F Waterhouse Road Project:Cape Codder Resort and Spa Monument Beach,MA 02553 1225 lyannough Road (508) 159-9828 Hyannis, MA 02601 In accordance with paragraph 116.0 780 CMR, the Massachusetts State Building Code, I, Gregory B. Siroonian, a representative of RESCOM Architectural, Inc, Massachusetts Registration Number 9748 being a registered professional Architect hereby certify that a inspection of the project determined, in general, that the substantially complete work for the 600 Building Wing was performed in a manner consistent with the construction documents and that the building is ready for occupancy. I2 'ZS U ArchitecV Date: SEAL .,9748 e � MA aou . RESCOM Architectural, Inc. e • BUILDING ENGINEERING RESOURCES. INC. } FIRE ALARM FINAL AFFIDA VIT Date: December 17, 2008 Project: Cape Codder Resort& Spa - 600 Wing 1225Iyannough Road Hyannis, Massachusetts In accordance with Section 110 and 116.0 of the Massachusetts State Building Code,I,Marc R.Plante, PE, Reg.#38119,being a registered professional Engineer hereby certify that I have directly supervised the preparation of all design plans and construction administration for the above named project and that to the best of my knowledge,such plans,and the construction work meet the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and applicable laws and ordinances for the proposed use and occupancy. I further certify that I have performed the necessary professional services on the construction site to determine that the work is in accordance with the documents submitted and approved for the building permit. Engineers Name: Marc R. Plante, PE Company Name: Building Engineering Resources, Inc. Company Address: 28 Main Street-North Easton,MA State Registration No.: MA#38119 ZNOFMq Telephone Number: (508) 230-0260 M R. R, ELE E N • �GI AL Engineering Seal&Signature On this date December 17,2008, before me,the undersigned Notary Public,personally appeared the above named Marc R.Plante..,PE, proved to me through satisfactory evidence of identification,which was personal knowledge to be the person(s)whose name(s)is signed on the preceding or attached document in my presence,and who swore to me that t e 0 is of the document are truthful and accurate to the best of his/her knowledge. Notary Publi Commission Expires: April 6,2012 • 28 Main Street,Building 3A North Easton,Massachusetts 02356 T 508.230.0260 1 F 508.230.0265 BER@BER-engineering.com B R BUILDING ENGINEERING RESOURCES, INC. MECHANICAL FINAL AFFIDAVIT Date: December 17, 2008 Project: Cape Codder Resort& Spa - 600 Wing 1225Iyannough Road Hyannis,Massachusetts In accordance with Section 110 and 116.0 of the Massachusetts State Building Code,I,Steven A.Karan. PE,LEED. Reg.#34989,being a registered professional Engineer hereby certify that I have directly supervised the preparation of all design plans and construction administration for the above named project and that to the best of my knowledge, such plans,and the construction work meet the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and applicable laws and ordinances for the proposed use and occupancy. I further certify that I have performed the necessary professional services on the construction site to determine that the work is in accordance with the documents submitted and approved for the building permit. Engineers Name: Steven A. Karan, PE, LEED Company Name: Building Engineering Resources, Inc. Company Address: 28 Main Street-North Easton, MA State Registration No.: MA#34989 Telephone Number: (508) 230-0260 jH aFN'gss9c STEVEN A. �G KARAN m MECHANICAL vim, A .34989 O STEPS gineering Seal&Signature On this date December 17,2008, before me,the undersigned Notary Public,personally appeared the above named Steven A.Karan,PE,LEED, proved to me through satisfactory evidence of identification, which was personal knowledge to be the person(s)whose name(s)is signed on the preceding or attached document in my presence,and who swore to me that contents of the document are truthful and accurate to the best of his/her knowledge. " Notary Pub ssion Expires: April 6i2012 .il i x . 28 Main Street,Building 3A North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER@BER-engineering.com 4 B E R BUILDING ENGINEERING RESOURCES, INC.. ELECTRICAL FINAL AFFIDAVIT Date: December 17, 2008 Project: Cape Codder Resort& Spa - 600 Wing 12251yannough Road Hyannis,Massachusetts In accordance with Section 110 and 116.0 of the Massachusetts State Building Code,I,Marc R.Plante, PE, Reg.#38119,being a registered professional Engineer hereby certify that I have directly supervised the preparation of all design plans and construction administration for the above named project and that to the best of my knowledge,such plans,and the construction work meet the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and applicable laws and ordinances for the proposed use and occupancy. I further certify that I have performed the necessary professional services on the construction site to determine that the work is in accordance with the documents submitted and approved for the building ' permit. Engineers Name: Marc R. Plante, PE Company Name:. Building Engineering Resources, Inc. Company Address: 28 Main Street -North Easton, MA State Registration No.: MA#38119 Telephone Number: (508) 230-0260 �-t1AOFi�Ss9�yG M R. N o EL TE n C u. 8 O �ONAL�' Engineering Seal&Signature I On this date December 17,2008, before me,the undersigned Notary Public,personally appeared the above named Marc R.Plante.PE, proved to me through satisfactory evidence of identification,which was personal knowledge to be the person(s)whose name(s)is signed on the preceding or attached document in my presence,and who swore to me that a tents of the document are truthful and accurate to the best of his/her knowledge. C i - Notary y Commission Expires: Apri16.2012 ' `L $. 28 Main Street,Building3A I North Easton,Massachusetts 02356 T 508.230.0260(F 508.230.0265 1 BER@BER-engineering.com B R nUILDINC ENGINEERING REso UACEs. INC. PLUMBING FINAL AFFIDA VIT Date: December 17, 2008 Project. Cape Codder Resort& Spa - 600 Wing 1225Iyannough Road Hyannis, Massachusetts In accordance with Section 110 and 116.0 of the Massachusetts State Building Code,I,Steven A.Karan, PE,LEED, Reg.#34989,being a registered professional Engineer hereby certify that I have directly supervised the preparation of all design plans and construction administration for the above named project and that to the best of my knowledge,such plans,and the construction work meet the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and applicable laws and ordinances for the proposed use and occupancy. I further certify that I have performed the necessary professional services on the construction site to determine that the work is in accordance with the documents submitted and approved for the building permit. Engineers Name: Steven A. Karan, PE, LEED Company Name: Building Engineering Resources, Inc. Company Address: 28 Main Street -North Easton, MA State Registration No.: MA#34989 ASH OFNj40 Telephone Number: (508) 230-0260 �o� STEVEN A. cy� o KARAN N^, U MECHANICAL n No.34989 O TEP� �`vQ S/p Engineering Seal&Signature On this date December 17,2008, before me,the undersigned Notary Public,personally appeared the above named Steven A.Karan,PE,LEED, proved to me through satisfactory evidence of identification, which was personal knowledge to be the person(s)whose name(s)is signed on the preceding or attached document in my presence,and who swore to e t the contents of the document are truthful and accurate to the best of his/her knowledge. Notary ssion Expires: April 6,-2012 28 Main Street,Building 3A I North Easton,Massachusetts 02356 1 T 508.230.0260 F 508.230.0265 BER@BER-engineering.com BUILDING ENGINEERING RESOURCES, TNC. FIRE PROTECTION FINAL AFFIDA VIT Date: December 17, 2008 Project: Cape Codder Resort& Spa - 600 Wing 1225Iyannough Road Hyannis, Massachusetts In accordance with Section 110 and 116.0 of the Massachusetts State Building Code,1,Steven A.Karan. PE,LEED, Reg.#34M,being a registered professional Engineer hereby certify that I have directly supervised the preparation of all design plans and construction administration for the above named project and that to the best of my knowledge,such plans,and the construction work meet the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and applicable laws and ordinances for the proposed use and occupancy. I further certify that I have performed the necessary professional services on the construction site to determine that the work is in accordance with the documents submitted and approved for the building permit. Engineers Name: Steven A. Karan, PE, LEED Company Name: Building Engineering Resources, Inc. Company Address: 28 Main Street -North Easton, MA State Registration No.: MA#34989 Telephone Number: (508) 230-0260 "OF Mgss9 STEVEN A. tiG KARAN m MECHANICAL NO.34989 NAL E Engineerin eal&Signature On this date December 17,2008, before me,the undersigned Notary Public,personally appeared the above named Steven A.Karan,PE,LEED, proved to me through satisfactory evidence of identification, which was personal knowledge to be the person(s)whose name(s)is signed on the preceding or attached document in my presence,and who swore to at the contents of the document are truthful and accurate to the best of his/her knowledge. Notary y Commission Expires: _Auril 66,2012 ti 28 Main Street,Building 3A North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 1 BER@BER-engineering.com RESCOM Tel(508)759-9828 Fax (508)759-9802 Architectural, Inc. P.O. Box 157 Bourne, MA 02553 July 28, 2008 Town of Barnstable Building Department 200 Main Street Hyannis, MA 02601 Attn: Tom Perry Re: Cape Codder Resort and Spa / 1225 lyannough Road 17 3plo� Dear Mr. Perry, Enclosed please copies of the following for the above referenced project: 1. Architect Field Reports 5-21-08, 5-28-08, 6-6-08, 6-11-08, 7-9-08. 2. Structural Engineers Field Reports 5-6-08 7-9-08. 3. Independent Testing Agency Field testing Reports for Concrete, Masonry and Compaction. Dated 5-23-08 through 7-18-08. Should you have an questions or comments, please do not hesitate to contact me. Thank You Sincerely, Gregory B. Siroonian RESCOM Architectural, Inc. 4 Encl. z e. Copy. East Coast Commercial Construction Flood Consulting PQ Catania Hospitality Group ` �J � xESCOM ARCHITECTS FIELD REPORT Architectural, Inc. Residential & Commercial Architecture Date: May 21, 2008 P.O. Box 157, 118F Waterhouse Road Monument Beach, MA 02553 To: Barnstable Building Department (508) 759-9828 From: RESCOM Architectural, Inc. Project: Cape Codder Resort and Spa 1225 lyanough Road Haynnis, MA Work in Place: 1. Excavation for Connector between 500/600 buildings 2. 500 Building Floor Framing in Progress. All work was found to be in compliance with the Construction Documents and 780 CMR, Massachusetts State Building Code. No exceptions taken. i 4 . RE V M ARCHITECTS FIELD REPORT Architectural, Inc. Residential& Commercial Architecture Date: May 28, 2008 P.O. Box 157, 118F Waterhouse Road Monument Beach, MA 02553 To: Barnstable Building Department (508) 759-9828 From: RESCOM Architectural, Inc. Project: Cape Codder Resort and Spa 1225 lyanough Road Haynnis, MA Work in Place: 1. Drainage work in courtyard in progress. 2. Footings, Wall Forms, and Reinforcing for Connector between 500/600 buildings in progress. 3. 500 Building Wall Framing in Progress. All work was found to be in compliance with the Construction Documents and 780 CMR, Massachusetts State Building Code. No exceptions taken. A RESCOM ARCHITECTS FIELD REPORT Architectural, Inc. Residential & Commercial Architecture ' Date: June 6, 2008 P.O. Box 157, 118F Waterhouse Road Monument Beach, MA 02553 To: Barnstable Building Department (508) 759-9828 From: RESCOM Architectural, Inc. Project: Cape Codder Resort and Spa 1225 lyanough Road Haynnis, MA Work in Place: 1. Masonry has started at the connector between 500 & 600 buildings. 2. 500 Building Roof Framing in Progress. 3. 600 Building shear walls on floors 1 & 2 are in progress. 4. 500 Building Roofing and Siding in progress. All work was found to be in compliance with the Construction Documents and 780 CMR, Massachusetts State Building Code. No exceptions taken. a i 4 a RESCOM ARCHITECTS FIELD REPORT Architectural, Inc Residential & Commercial Architecture Date: June 11, 2008 P.O. Box 157, 118F Waterhouse Road Monument Beach, MA 02553 To: Barnstable Building Department (508) 759-9828 From: RESCOM Architectural, Inc. Project: Cape Codder Resort and Spa 1225 lyanough Road Haynnis, MA Work in Place: 1. Masonry work at the 500/600 connector is 45% complete. 2. 500 Building Interior Wall Framing in Progress. 3. 600 Building shear walls on floors 1 & 2 are complete. 4. 500 Building Roofing and Siding are complete. All work was found to be in compliance with the Construction Documents and 780 CMR, Massachusetts State Building Code. No exceptions taken. W A i RESCOM ARCHITECTS FIELD REPORT Architectural, Inc. Residential & Commercial Architecture Date: July 9, 2008 P.O. Box 157, 118F Waterhouse Road Monument Beach, MA 02553 To: Barnstable Building Department (508) 759-9828 From: RESCOM Architectural, Inc. Project: Cape Codder Resort and Spa 1225 lyanough Road Haynnis, MA Work in Place: 1. Parking Lot Work in Progress. 2. Masonry work at the 500/600 connector is 75%.complete. 3. 600 Building Roof Framing in Progress. 4. 500 Building Plumbing, Electrical, Mechanical Rough ins in progress. Items For Attention: 1. The Posts supporting the 600 roof girder trusses were reviewed. The structural engineer will provide a detail on how to make the connection stronger. 2. Roof Draws over the existing loft suites were reviewed. All work was found to be in compliance with the Construction Documents and 780 CMR, Massachusetts State Building Code. No exceptions taken. A 0 Structural Engineering STRUCTURAL FIELD REPORT Project: Cape Codder Resort Date: May 6, 2008 Additions & Renovations Hyannis, MA Project No.: FC# 0769 Weather: Rain, 65 Deg. Report No.: 0769-01 Project Status: 1. Foundation installation has been completed for the link structure located between building 500 & 600. 2. Masonry installation has not begun for the stair and elevator shafts within the link area. 3. The third floor framing was complete for the 500 building with the roof framing in progress. The exterior wall sheathing installation was in progress at floor to existing structure interface. 4. The lower level shear wall modifications were in progress within the 600 building. The existing gypsum wallboard has been removed with new blocking installation in progress. The work completed appeared to have been done in conformance with the construction documents. Signed by: Stacy Vlood, PE 56 Laurel Drive Hudson, MA 01749 • TEL: (978) 562-6499 FAX: (978) 562-6246 i - -- .000 Structural Engineering STRUCTURAL FIELD REPORT Project: Cape Codder Resort Date: July 9, 2008 Additions & Renovations Hyannis, MA Project No.:. FC# 0769 Weather: Sunny, 85 Deg. Report No.: 0769-02 Project Status: 1. For the link area,the masonry installation was in progress for the stair and elevator shafts. The second floor wood framing has been installed for the link walkway. 2. For the 500 Building, the third floor framing, roof framing, roof and exterior wall sheathing installation has been completed. The gypsum wallboard for the interior shear walls has not been installed. 3. For the 600 Building,the lower level shear wall modifications have been completed. The new third floor framing has been installed with the roof framing installation in progress. The exterior wall sheathing was in progress. The work completed appeared to have been one in conformance with the construction documents. Signed by: �'` Stacy Vood, PE 56 Laurel Drive .• Hudson, MA 01749 • TEL: (978) 562-6499 FAX: (978) 562-6246 =454h, In,formation To Budd On Engineering.Consulting•Testing REPORT OF FIELD TESTING OF CONCRETE TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 DATE: May 23, 2008 PSI REPORT NO.: 446-80042-1 FIELD DATA: Concrete was a 4000 psi mix delivered by Falmouth Ready Mix, mix number 64038. NO OF CONCRETE CUBIC TEMPERATURE,"F SPECIMENS SUPPLIER TIME TRUCK TIME TRUCK YARDS OF AIR SET NO. MADE TICKET NUMBER DISPATCHED UNLOADED CONCRETE SLUMP,in. CONTENT,% AIR CONCRETE 1 4 77619 07 :04 am 09:15 am 11.0 5 3/4 5.5 63 LOCATION: Motel connector slabs 1 Motel connector slabs NOTE:APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED:MAKING SPECIMENS:C31(EXC.SEC.10.1.2);SLUMP:C143;AIR CONTENT:C231(EXC.SEC.6):TEMPERATURE:C1064:SAMPLING C172 REMARKS: Respectfully submitted, Professional Service Industries,Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INOICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED,EXCEPT IN FULL,WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSIA-200.1(61F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 781/B21-2355•Fax 781/821-6276 D~�li Infolr mfion w .To Build On Engineering•Consulting•Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 REVISION #1 DATE: May 23, 2008 PSI REPORTNO.: 446-80042-2 FIELD DATA: LOCATION OF PLACEMENT Motel connector slabs Motel connector slabs DATE PLACED May 23, 2008 SUPPLIER Falmouth Ready Mix TIME 08:4 8 am DELIVERY TICKET NO./TRUCK NO. 77 619 SLUMP,IN. 5 3/4 MIX NUMBER AND PROPORTIONS 64 038 AIR CONTENT,% 5.5 CEMENT --- AIR TEMPERATURE,OF --- WATER --- CONCRETE TEMPERATURE OF 63 FINE AGGREGATE --- DATERECEIVEDINLAB May 26, 2008 COARSE AGGREGATE --- FIELD DATA SUBMITTED BY PSI ADMIXTURE --- MIX DATA SUBMITTED BY Falmouth Ready Mix NOM APPLICABLE ASTM STANDARDS U o a COMPRESSION TEST RESULTS ASTM C39;C1231 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE TYPE OF BREAK, LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH AS SHDWN 1N NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) ASTM C39 1 A 7 05/30/08 105280 5.99 28.18 3740 Type 2 1 13 28 06/20/08 142730 6.00 28.27 5050 Type 5 1 C 28 06/20/08 154540 6.00 28.27 5470 Type 2 1 D 28 06/20/08 149290 6.00 28.27 5280 Type 5 SPECIFICATIONS 28 4000 Cylinders picked up by PSI Test results comply with applicable REMARKS: X Cylinders made by PSI representative. X representative. X specifications. Cylinders made by Archltecrs or Test results do not comply with Contractor's representative. _ Cylinders delivered to PSI laboratory. _ applicable specifications. Respectfully submitted, Professional Service Industries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED,EXCEPT IN FULL,WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSIA-2DO4NF Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 781/821-2355•Fax 781/821-6276 9%AMIN Information /r sTbBuild On Engineering•Consulting•resting DAILY FIELD REPORT TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 DATE: May 27, 2008 PSI REPORTNO.: 446-80042-3 WEATHER: OVERCAST / HAZY TEMPERATURE RANGE: 65 TO: 70 INSPECTOR: PSI TYPE OF INSPECTION BEING PERFORMED SOILS X CONCRETE FOUNDATIONS BATCH PLANT CONTROLLED FILL(COMPACTION) PLACEMENT(JOB SITE) X CYLINDER PICKUP ASPHALT OTHER BATCH PLANT PLACEMENT(JOB SITE) BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE: A PSI representative traveled to the above mentioned project for the purpose of retrieving concrete test specimens and transporting them to the PSI labortory for curing and further testing. Respectfully submitted, Professional Service Industries, Inc. I REPORTS MAY NOT 8E REPRODUCED,EXCEPT IN FULL,WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSI A 3M2(2)F Professional Service Industries,Inc.*905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 781/821-2355-Fax 781/821-6276 r%�� Information r •ToBurld On Englnee►fng•Consulting•TbsHng DAILY FIELD REPORT TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CORDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 DATE: June 02, 2008 PSI REPORT NO.: 446-80042-4' WEATHER: CLEAR TEMPERATURE RANGE: 65 TO: 70 INSPECTOR: PSI TYPE OF INSPECTION BEING PERFORMED SOILS CONCRETE FOUNDATIONS BATCH PLANT X CONTROLLED FILL(COMPACTION) PLACEMENT(JOB SITE) I X CANCELLATION ASPHALT OTHER BATCH PLANT PLACEMENT(JOB SITE) BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE: As requested a PSI technician traveled to the above mentioned project for the purpose of performing soil compaction tests and to obtain a soil sample. Upon arrival PSI was informed that work was cancelled for this date. Respectfully submitted, Professional Service Industries, Inc. REPORTS MAY NOT BE REPRODUCED,EXCEPT IN FULL,WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSI A-300-2 J2)F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 7811821-2355•Fax 781/821-6276 M nformation r�� To BuidOn o Engineering a Consulting• Testing REPORT OF FIELD COMPACTION TESTS (NUCLEAR METHOD) TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 DATE: June 06, 2008 PSI REPORT NO.: 446-80042-5 TESTDATA: (6) Sandy Gravel-slight silt stairwell2 Connector 601-611 Bottom of footing OP (7) M-F sand w/Gravel PooL Courtyard 571 -581 OPT. MOIST. = 7.0% MAXIMUM COMMENTS' TEST TEST SOIL ID LAB DRY * WATER WET DRY PERCENT NO. MODEIDEPTH ELEVATION NUMBER UNIT WEIGHT CONTENT UNIT WEIGHT UNIT WEIGHT COMPACTION 1 1211 61, 6 123 .0 10.2 122.0 110 .7 90.0 4 - B 2 1211 611 6 123.0 15.0 129.0 112.2 91.2 4 - B 3 121, 581 7 132.0 4.9 125.7 119.8 90.8 4 - B TEST LOCATION: 1 Pool side connector bottom of footing 2 Stairwell #2 connector bottom of footing 3 Pool courtyard bottom of removed manhole i NOTES: TESTS PERFORMED PER ASTM D2922&ASTM 03017 'COMMENTS: 1.FILL MATERIAL A. TEST RESULTS COMPLY WITH SPECIFICATIONS UNIT WEIGHTS SHOWN:Lbs.per cubic foot(pco 2.BACKFILL B. PERCENT COMPACTION DOES NOT COMPLY WATER CONTENT:Percent of dry weight 3.BA E COURSE WITH SPECIFICATIONS PERCENT COMPACTION:Based on maximum dry unit weight 4.SUBBASE C. RETEST OF PREVIOUS TEST obtained on sample indicated by soil ID number. 5.SOIL CEMENT D. MOISTURE IN EXCESS OF SPECIFICATIONS 6.OTHER E. MOISTURE BELOW SPECIFICATIONS * (6) ASTM D1557 METHOD C (7) ASTM D1557 METHOD C TESTINSTRUMENT: Troxler, 3430, 32278 STANDAROCOUNT M: 637 0: 2394 REMARKS: Elevation are approximate. ADJUSTMENT DATA M: D: Respectfully submitted, Professional Service Industries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC LOCATIONS NOTED AND MAY NOT REPRESENT ANY OTHER LOCATIONS OR ELEVATIONS. REPORTS MAY NOT BE REPRODUCED.EXCEPT IN FULL,WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES.INC. PSI A•fM2(S)F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 -Phone 781/821-2355•Fax 7811821-6276 Particle Size Distribution Report 100 90 80 70 1 Z 60 Z 50 cW ! I ! i l — � I I I I I I I I I I I I W 40 NI l ra IA ! ! I 30 I I I I I ! ! I I ! f C i I I I I I I I I ! I •. I I 20 Z ! I ! I I to I I I ! I 1 1 C 10 N 0 I � N 100 10 1 0.1 0.01 0.001 O a GRAIN SIZE- mm. > °/,+3" %Gravel %Sand %Fines Co coarse Fine Coarse Medium Flne Slit clay__ N 0 9 10 6 45 26 4 E SIEVE PERCENT SPEC." PASS? m Material Description ` SIZE FINER PERCENT (X=NO) Sandy Gravel with slight Silt a) 2 100 Bottom of Footing Stairwell#2 Connector 1.5 97 1 94 o .75 91 Atterberg Limits r 50 88 PL= LL= PI= 3 .375 86 Coefficients #4 81 D85= 8.6183 D60=0.8795 D50= 0.6736 #10 75 D30= 0.4196 D15=0.2575 D10= 0.1955 }, #20 59 CU= 4.50 Cc= 1.02 #40 30 0 #50 19 Classification #80 9 USCS= SP AASHTO= #200 4.2 Remarks Our Report No.:446-80042-6 0 ar (no specification provided) A 5 Sample Number: Lab#79A C Source of Sample: On-Site Depth: 60'-61' Date: 06/06/08 E PROFESSIONAL SERVICE INDUSTRIES Client: Catania Hospitality tC Project: Cape Codder Resort&Spa 1225Iyannough Road sr Canton, Massachusetts Project No: 446-80042 Figure Tested By: G.B. COMPACTION TEST REPORT Project No.: 446-80042 Date: 06/06/08 Project: Cape Codder Resort&Spa 1225 lyannough Road Location: Elev./Depot: 60'.61' Sample No. Lab#79A Remarks: Our Report No.:446-80042-6 MATERIAL DESCRIPTION Description: Sandy Gravel with slight Silt Bottom of Footing Stairwell #2 Connector Classifications- USCS: SP AASWTO: Nat. Moist.- Sp.G.= Liquid Limit= Plasticity Index= %>3/4 in. = 9.0% %<No.200= 4.2% ROCK CORRECTED TEST RESULTS UNCORRECTED Maximum dry.density= 123.0 pcf 120.0 pcf Optimum moisture=8.5 % 9.5 % 140 Test specification: ASTM D 1557-00 Method C Modified Oversize correction applied to each point 130 I NJ 120 100%SATURATION CURVES FOR SPEC.GRAV. EQUAL TO: 2.8 2.7 110 2.ti .N c a� p 100 90 80 70 0 5 10 15 20 25 30 35 40 Water content, % Figure Professional Service Industries Particle Size Distribution Report t C O O O {Q Q �Op O ' fo Oi N � r e :C ITf � ik is at � it ii ii iL 100 I I I 1 1 I I I I ! ! 90 I I I I I I I E ! I I I I I I I I I I I I I l l l i 80 ! I I I I I f H 111 I70 I I I I l l I I I I I l l ! ul 60 Z u. cif 50 I 1 I I I I I I I I I I E w 40 a I I I I I 1 N I 1 ! I I I c 30 I I I I 20 (0 10 o N0 I 100 10 1 0.1 0.01 0.001 O a` GRAIN SIZE-mm. > %+3„ %Gravel %Sand %Fines Coarse I Fine lcoarsel Medium I Fine Silt Clay 5 18 13 7 37 17 3 SIEVE PERCENT SPEC.' PASS? Material Description SIZE FINER PERCENT (X=NO) Sandy Gravel with slight Silt 4 100 Pool Courtyard 3 3 95 0 1 5 89 A erberg Limits 0 1 82 PL= LL= PI= 3 .75 77 Coefficlents .50 73 D85= 30.4030 D60= 2.6300 D50= 1,2678 .375 70 D30= 0.5962 D15= 0.3405 D10= 0.2511 #4 64 Cu= 10.47 Cc= 0.54 #10 57 Classification x #20 41 USCS= SP AASHTO= a� 440 20 a #50 13 Remarks c� 480 7 Our Report No.: 446-80042-7 #200 3.4 0 (no specification provided) .n »� Sample Number:Lab#79B c° Source of Sample:On-Site Depth: 57-58' Date: 06//06/08 E PROFESSIONAL SERVICE INDUSTRIES Client: Catania Hospitality U Project: Cape Codder Resort&Spa 1225Iyannough Road tY Canton, Massachussetts Project No: 446-80042 Figure Tested By: G.B. r COMPACTION TEST REPORT Project No.: 446-80042 Date: 06/06/08 Project: Cape Codder Resort&Spa 1225 lyannough Road Location: Elev./Depth: 57'-58' Sample No. Lab#79B Remarks: Our Report No.:446-80042-7 MATERIAL DESCRIPTION Description: Sandy Gravel with slight Silt Pool Courtyard Classifications- USCS: SP AASHTO: Nat. Moist. = Sp.G. Liquid Limit= Plasticity Index= %> 314 In.= 23.0% %<No.200= 3.4% ROCK CORRECTED TEST RESULTS UNCORRECTED Maximum dry density=132.0 pcf 124.0 pcf Optimum moisture=7.0% 9.0% 140 Test specification: ASTM D 1557-00 Method C Modified Oversize correction applied to each point 130 120 100%SATURATION CURVES NL FOR SPEC.GRAY. EQUAL TO: 2.8 2.7 a 110 NIL 2.6 .N C N p 100 90 80 i 70 I -J--L- A 0 5 10 15 20 25 30 35 40 Water content, % Figure Professional Service Industries 3 Particle Size Distribution Report 6 c c S _ QQ`-00 aa o (Ncam 0 a ca lo1pp 1D N � r w :� l� # # 4[ it 7! •7L � 7! it 100 I I I I I I I I I I I I 80 70 I l i l l l I Z 80 F- 50 ciw W 40 Nn- I i I i l I l I I I I I I 3 30 I I ! I I I I I I I I ! 11 1 20 .0 o I I I I ! ! ! ! I ! I I I 0 100 10 1 0.1 0.01 0.001 O In GRAIN SIZE-mm. G %+3„ %Grave! %Sand %Fines o Coarse Fine Coarse Medium Fine Slit clay •2 0 9 8 5 36 32 10 SIEVE PERCENT SPEC! PASS? Material Description SIZE FINER PERCENT (X=NO) Silty Sandy Gravel Backfill 3 100 Poolside Connector 3 2 95 5 95 0 11 93 Atterbera Limits Z .75 91 PL= LL= PI= 3 .50 87 Coefficients .375 85 D85= 8.9011 D60=0.7149 D50= 0.5324 #4 83 D30= 0.2837 D15= 0.1313 D10= J, #10 78 CUE Cc= #20 65 Classification cx #40 42 USCS= AASHTO= aa) #50 32 (D #80 20 Remarks #200 10 Our Report No.:446-80042-8 at N (no specification provided) o Sample Number:Lab#79C c Source of Sample:On-Site Depth: 61'-64' Date: 06/06/08 to E PROFESSIONAL SERVICE INDUSTRIES Client: Catania Hospitality o Project: Cape Codder Resort&Spa 7 1225Iyannough Road Canton, Massachussetts Project No: 446-80042 Figure Tested By: G.B. COMPACTION TEST REPORT Project No.: 446-80042 Date: 006/06/08 Project: Cape Codder Resort&Spa 1225 Iyannough Road Location: ElevdDepth: 61'-65' Sample No. Lab 1i79C Remarks: Our Report No.:446-80042-8 MATERIAL DESCRIPTION Description: Silty Sandy Gravel Backfill Poolside Connector Classifications- USCS: AASHTO: Nat. Moist.= Sp.G. Liquid Limit= Plasticity Index %>3/4 In.= 9.0% % < No.200= 10% ROCK CORRECTED TEST RESULTS UNCORRECTED Maximum dry density= 130.0 pcf 127.0 pcf Optimum moisture=7.0% 8.0% 140 1 1 1 17= Test specification: ASTM D 1557-00 Method C Modified Oversize correction applied to each point 130 120 100% SATURATION CURVES FOR SPEC. GRAY. EQUAL TO: 2.8 2.7 a 110 2.6 ,N c d v p 100 90 80 70 0 5 10 15 20 25 30 35 40 Water content, % Figure Professional Service Industries f IL rp �� Information Aw •ToBuild On Engineering•Consulting•7L-sfing MASONRY INSPECTION REPORT TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 REVISION #1 DATE: June 10, 2008 PSIREPORTNO.: 446-80042-9 REMARKS: PROJECT INFORMATION Weather: Clear/Sunny Temperature: 88 to 90 degrees F. General Contractor: Bast Coast Masonry Contractors Guillotte & Sons Grout Supplier: Guillotte & Sons Mortar Supplier: Guillotte & Sons Grout Required Strength: Mortar Type & Required Strengths 2000 psi at 28 days Type S 1800 psi at 28 days CONSTRUCTION INFORMATION LOCATION AND ELEVATIONS CONSTRUCTED THIS DATE: Stairwell #2 east wall course 7-11 VERTICAL REINFORCING & SPACING: HORIZONTAL REINFORCING & SPACING: #7 Q 48f1 OC Durawall Truss Wire every course LOCATIONS AND ELEVATIONS GROUTED THIS DATE: Bolt on course #7 interior wall (5 east cells) and east wall north of center wall uuu TEST SPECIMEN INFORMATION Set No. Specimen Size No. of Specimens Time Air Temp. Storage I 4x4x8 3 11 :10am 88 Adjacent patio II 2x2x2 3 11 :20am 88 Adjacent patio REMARKS: Mortar Temperature - 91 F Grout Temperature �- 90 F Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. REPORTS MAY NOT HE REPRODUCED.EXCEPT IN FULL.WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES.INC. PSI A•300AN(1)F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 781/821-2355•Fax 7811821-6276 r�7� Information Ir -ToBuild On Engineering•Consulting- 7bsting REPORT OF PRISM COMPRESSION TEST TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 REVISION #1 DATE: June 10, 2008 PSI REPORT NO.: 446-80042-10 FIELD DATA: LOCATION OF PLACEMENT Course #7 bolt on course center and east wall DATE PLACED June 10, 2008 SUPPLIER Guillotte & Sons TIME 11:10 am DELIVERY TICKET NO.rrRUCK NO. --- SLUMP,IN. --- MIX NUMBER AND PROPORTIONS --- AIR CONTENT,% --- CEMENT 1 bag Types I & II AIR TEMPERATURE,OF B 8 WATER 10 gal MIX TEMPERATURE,OF 90 FINE AGGREGATE 35 shovels DATE RECEIVED IN LAB June 11, 2008 COARSE AGGREGATE --- FIELD DATA SUBMITTED BY PSI ADMIXTURE 1/4 bag lime Type S MIX DATA SUBMITTED BY Guillotte & Sons COMPRESSION TEST RESULTS SPECIMEN TEST TOTAL SPECIMEN SPECIMEN COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIMENSIONS AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SO.IN.) (PSI) TYPE OF BREAK 2 A 7 06/17/08 27190 4.03 x 3.74 x 6 .78 15.07 1800 Cone & Split 2 B 28 07/08/08 51340 4.14 x 3.75 x 7 .00 15.53 3310 Cone & Shear 2 C 28 07/08/08 56400 4.11 x 3.79 x 6 .76 15.58 3620 Cone & Shear SPECIFICATIONS 28 2000 Specimens picked up by PSI Test results comply with applicable REMARKS: X Specimens made by PSI representative. X representative. X specifications. Specimens made by Architect's or Test results do not comply with Contractors representative. _ Specimens delivered to PSI laboratory. _ ,applicable specifications. Respectfully submitted, Professional Service Industries,Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE MATERIAL PLACEMENT. REPORTS MAY NOT BE REPRODUCED.EXCEPT IN FULL,WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE WDUSTRIES,INC. PSI A•200-29(37 Professlonal Service Industries,Inc,-905 Turnpike Street,Suite H-Canton,MA 02021 -Phone 7811821-2355-Fax 781/821-6276 7%0� Information r .ToBuild On Engineering a Consulting•7bsting REPORT OF MORTAR COMPRESSION TEST TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 REVISION #1 DATE: June 10, 2008 PSI REPORT NO.: 446-80042-11 FIELD DATA: LOCATION OF PLACEMENT East wail course 7-11 DATE PLACED June 10, 2008 SUPPLIER Guillotte & Sons TIME 11:20 am PROPORTIONS FLOW,SEC, --- CEMENT 1 Bag Type I & II AIR CONTENT,% --- WATER 5 gal AIR TEMPERATURE,OF 88 FINE AGGREGATE 25 shovels MORTAR TEMPERATURE,OF 91 ADMIXTURE 1/2 Bag Lime Type S DATE RECEIVED IN LAB June 11, 2008 FIELD DATA SUBMITTED BY PSI MIX DATA SUBMITTED BY Guillotte & Sons COMPRESSION TEST RESULTS ASTM C109 SPECIMEN TEST TOTAL CUBE CUBE COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD SIZE AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) TYPE OF BREAK 3 A 7 06/17/08 7900 2.02 x 2.02 4 .08 1940 Cone & Split 3 B 28 07/08/08 12190 2.04 x 2.01 4 .10 2970 Cone & Shear 3 C 28 07/08/08 10900 2.03 x 2.02 4.10 2660 Cone & Shear SPECIFICATIONS 28 1800 Test results comply with applicable REMARKS: X Cubes made by PSI representative. X Cubes picked up by PSI representative. X specifications. Cubes made by Architect's or Test results do not comply with Contractors representative. _ Cubes delivered to PSI laboratory. _ applicable specifications. Respectfully submitted, Professional Service Industries,Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE MATERIAL PLACEMENT. REPORTS MAY NOT BE REPRODUCED.EXCEPT IN FULL,WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSI A-200-28(3)F Professional Service Industries,Inc.•905 Turnpike Street,Suite H 0 Canton,MA 02021 o Phone 781/821-2355•Fax 781/821-6276 ~�� Information /r .To Build On Engineedng•Consulting•Testing DAILY FIELD REPORT TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 DATE: June 11, 2008 PSI REPORT NO.: 446-80042-12 WEATHER: Clear TEMPERATURE RANGE: 70 TO: 25 INSPECTOR: PSI TYPE OF INSPECTION BEING PERFORMED SOILS X CONCRETE FOUNDATIONS BATCH PLANT CONTROLLED FILL(COMPACTION) PLACEMENT(JOB SITE) X CYLINDER PICKUP ASPHALT OTHER BATCH PLANT PLACEMENT (JOB SITE) BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE: A PSI representative traveled to the above mentioned project for the purpose of retrieving concrete test specimens and transporting them to the PSI labortory for curing and further testing. Respectfully submitted, Professional Service industries, Inc. REPORTS WY NOT BE REPRODUCED,EXCEPT IN FULL,WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES.INC PSI A-3M2(2)F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 781/821-2355•Fax 781/821.6276 ~t0hi Information r .To Budd On Engineering•Consulting•7bsting MASONRY INSPECTION REPORT TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CORDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 DATE: June 18, 2008 PSI REPORT NO.: 446-80042-13 REMARKS: PROJECT INFORMATION Weather: Sunny Temperature: 75 to 80 degrees F. General Contractors East Coast Masonry Contractor: Guillotte & Sons Grout Suppliers Guillotte & Sons Mortar Supplier: Guilotte & Sons Grout Required Strengths Mortar Type & Required Strength: 2000 psi at 28 days Type N 1800 psi at 28 days MIX INFORMATION MATERIAL-cf or lbs CEMENT LIME FINE AGG WATER OTHER Mortar AMOUNT 1 bag 1/2 bag 32 shovels 5 gal SOURCE St.Lawrence Super Limoid Hyannis city Type I/II Grout AMOUNT 1 bag 1/4 bag 35 shovels 10 gal SOURCE St.Lawrence Super Limoid Hyannis city Type I/II CONSTRUCTION INFORMATION LOCATION AND ELEVATIONS CONSTRUCTED THIS DATES Course 8-13 south wall stairwell #2 connector VERTICAL REINFORCING & SPACING: HORIZONTAL REINFORCING & SPACING: #7 rebar @ 481I0.c . Duro-wall truss every other course 2 #5 rebar at bond beam LOCATIONS AND ELEVATIONS GROUTED THIS DATES Course 13 south wall bond beam stairwell #2 connector TEST SPECIMEN INFORMATION SET NO. SPECIMEN SIZE NO. OF SPECIMENS -TIME AIR TEMP. STORED I 4X4X8 3 12:11pm 77 Adj. patio II 2X2X2 3 12:22pm 77 Adj. patio REMARKS: Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. REPORTS MAY NOT BE REPRODUCED.EXCEPT IN FULL.WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSI A•300.1N(1)F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 781/821-2355•Fax 7811821-6276 - . .s r%�� Information e .ToBulld On Engineering•Consulting•Testing REPORT OF PRISM COMPRESSION TEST TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 REVISION #1 DATE: June 18, 2008 PSI REPORT NO.: 446-80042-14 FIELD DATA: LOCATION OF PLACEMENT Bond beam course 13; south wall stairwell #2 connector DATE PLACED June 18, 2008 SUPPLIER Guillotte & Sons TIME 12 :00 pm DELIVERY TICKET NO./TRUCK NO. --- SLUMP, IN. --- MIX NUMBER AND PROPORTIONS --- AIR CONTENT,% --- CEMENT 1 bag AIR TEMPERATURE,°F 77 WATER 10 gal MIX TEMPERATURE, OF --- FINE AGGREGATE 35 shovels DATE RECEIVED IN LAB June 19, 2008 COARSE AGGREGATE --- FIELD DATA SUBMITTED BY PSI ADMIXTURE Lime = 1/4 bag MIX DATA SUBMITTED BY Guillotte & Sons COMPRESSION TEST RESULTS SPECIMEN TEST TOTAL SPECIMEN SPECIMEN COMPRESSIVE LABORATORY IDENTIFICATION AGE DATEOF LOAD DIMENSIONS AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SO.IN.) (PSI) TYPE OF BREAK 4 A 7 06/25/08 16800 3.90 x 3. 92 x 7 .34 15.29 1100 Cone & Shear 4 B 28 07/16/08 4 C 28 07/16/08 SPECIFICATIONS 28 2000 Specimens picked up by PSI Test results comply with applicable REMARKS: X Specimens made by PSI representative. X representative. _ specifications. 8p%Irn ns made by Architects or Test results do not comply with Contractors representative. _ Specimens delivered to PSI laboratory. _ applicable speaficallDns. Low 7 day result indicates potential for low 28 day results. Respectfully submitted, Professional Service Industries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE MATERIAL PLACEMENT. REPORTS MAY NOT BE REPRODUCED,EXCEPT IN FULL.WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSI A-2M24(3)F Professional Service Industries,Inc.6 905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 781/821-2355•Fax 781/821-6276 rjA �� Information•To Build On Engineering•ConsuRing a resfhing REPORT OF MORTAR COMPRESSION TEST TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CORDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 DATE: June 18, 2008 REVISION #1 PSI REPORT NO.: 44 6-80 042-15 FIELD DATA: LOCATION OF PLACEMENT South wall courses 8-13; stairwell #2 connector DATE PLACED June 18, 2008 SUPPLIER Guillotte & Sons TIME 11:22 am PROPORTIONS FLOW, SEC. --- CEMENT 1 bag AIR CONTENT,% - WATER 15 gal AIR TEMPERATURE,OF 77 FINE AGGREGATE 32 shovels MORTAR TEMPERATURE,OF --- ADMIXTURE Lime = 1/2 bag DATE RECEIVED IN LAB June 19, 2008 FIELD DATA SUBMITTED BY PSI MIX DATA SUBMITTED BY Guillotte & Sons COMPRESSION TEST RESULTS ASTM C109 SPECIMEN TEST TOTAL CUBE CUBE LABORATORY AREA STRENGTH RATORY IDENTIFICATION AGE DATE OF LOAD COMPRESSIVE SIZE NUMBER OR SET NO. (DAYS) TEST (t BS.) (IN (S0.IN.) (PSI) TYPE OF BREAK 5 A 7 06/25/08 4380 2.04 x 2.01 4.10 1070 Cone 5 B 28 07/16/08 5 C 28 07/16/08 SPECIFICATIONS 28 1800 REMARKS: X Cubes made by PSI representative. X Cubes picked up by PSI representative. _ Test results C mplywith applicable specifs. Cubes made by Architect's or Test results do net comply with Contractces representative. _Cubes delivered to PSI laboratory. _ Testappli results able spo not ompi Low 7 day result indicates potential for low 28 day results. Respectfully submitted, Professional Service Industries,Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE MATERIAL PLACEMENT. REPORTS MAY NOT BE REPRODUCED,EXCEPT IN FULL.WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSI A-200.28(3)F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 781/821-2355•Fax 781/821-6276 r�% Information /r •ToBuald On Engineering•Consulting• 7bsting DAILY FIELD REPORT TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA, 141 FALMOUTH ROAD HYANNIS, MA 02601 DATE: June 19, 2008 PSIREPORTNO.: 446-80042-16 WEATHER: CLEAR TEMPERATURE RANGE: 70 TO: 75 INSPECTOR: PSI TYPE OF INSPECTION BEING PERFORMED SOILS CONCRETE FOUNDATIONS BATCH PLANT CONTROLLED FILL (COMPACTION) PLACEMENT(JOB SITE) ASPHALT X OTHER BATCH PLANT X MASONRY SAMP. PICKUP PLACEMENT(JOB SITE) BRIEF RESUME:OF WORK ACCOMPLISHED THIS DATE: A PSI representative traveled to the above mentioned. project for the purpose of retrieving masonry samples. These were transporting them to the PSI laboratory for curing and further testing. Respectfully submitted, Professional Service Industries,Inc. REPORTS MAY NOT BE REPRODUCED.EXCEPT IN FULL.WITHOUT WRITTEN PERNSSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSI A-300-2(2)F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 781/821-2355•Fax 781/821-6276 _ ry • -w rM�: Information r eTo Build On Engineering e Consuffing a 7bstfng MASONRY INSPECTION REPORT TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 REVISION #1 DATE: June 30, 2008 PSI REPORT NO.: 446-80042-17 REMARKS: PROJECT INFORMATION Weather: Overcast Temperature: 75 to 80 degrees F. General Contractor: East Coast Masonry Contractor= Guillotte & Sons Grout Supplier: Guillotte & Sons Mortar Supplier: Guillotte & Sons Grout Required Strength: Mortar Type & Required Strength: 2000 psi at 28 days Type S 1800 psi at 28 days MIX INFORMATION MATERIAL-cf or The CEMENT LIME FINE AGG WATER OTHER Mortar AMOUNT 1 bacr 5 baa 32 shovels 65 SOURCE Type I/II Type S Hyannis Grout AMOUNT 1 bag 1 shovel 43 shovels 7.5 q SOURCE type I/II CONSTRUCTION INFORMATION LOCATION AND ELEVATIONS CONSTRUCTED THIS DATE: South wall courses 26-27 stairwell #2 connector VERTICAL REINFORCING & SPACING: HORIZONTAL REINFORCING & SPACING: #7 @ 48" OC durawall truss every course LOCATIONS AND ELEVATIONS GROUTED THIS DATE: South wall vertical cells courses 13-26 east end TEST SPECIMEN INFORMATION SET NO. SPECIMEN SIZE NO. OF SPECIMENS TIME AIR TEMP. STORED I 211x21Ix2I' 3 09:20am 82 onsite II 411x41Ix81I 3 10:40am 82 onsite REMARKS: Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. REPORTS MAY NOT BE REPRODUCED,EXCEPT W FULL,WrrROUT WRITTEN PERMISSION eY PROFESSIONAL SERVICE INDUSTRIES.WC. PSI A-3WIN(I)F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 781/821-2355•Fax 781/821-6276 ~�iTo Burld 4n Information Z • Englneepfng o Consult/ng•7bsHng f REPORT OF MORTAR COMPRESSION TEST TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 REVISION ##1 DATE: June 30, 2008 PSI REPORT NO.: 446-80042-18 FIELD DATA: LOCATION OF PLACEMENT South wall course 26 DATE PLACED June 30, 2008 SUPPLIER Guillotte & Sons TIME 09:20 am PROPORTIONS FLOW,SEC. --- CEMENT 1 bag AIR CONTENT,% --- WATER 6.5 g AIR TEMPERATURE,OF 82 FINE AGGREGATE 33 shovels MORTAR TEMPERATURE,OF --- ADMIXTURE .5 bag lime DATE RECEIVED IN LAB July 01, 2008 FIELD DATA SUBMITTED BY PSI MIX DATA SUBMITTED BY Guillotte & Sons COMPRESSION TEST RESULTS ASTM CIOB SPECIMEN TEST TOTAL CUBE CUBE COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD SIZE AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LOS.) (IN.) (SO.IN.) (PSI) TYPE OF BREAK 6 A 7 07/07/08 5220 2.01 x 2 .01 4.04 1290 Cone & Split 6 B 28 07/28/08 6 C 28 07/28/08 SPECIFICATIONS 28 1800 Test results comply with applicable REMARKS: X Cubes made by PSI representative. X Cubes picked up by PSI representative. specifications. Cubes made by Architects or Test results do not comply with Contractor's representative. _Cubes delivered to PSI laboratory. _ applicable specifications. Respectfully submitted, Professional Service Industries,Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE MATERIAL PLACEMENT. REPORTS MAY NOT BE REPRODUCED,EXCEPT IN FULL,WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSI A•200-28(311' Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021•Phone 781/821-2355•Fax 7811821-6276 Information 1 r .To Build On Engineering•Consulting• Testing REPORT OF PRISM COMPRESSION TEST TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 REVISION #1 DATE: June 30, 2008 PSI REPORT NO.: 446-80042-19 FIELD DATA: LOCATION OF PLACEMENT South wall east end courses 13-26 DATE PLACED June 30, 2008 SUPPLIER Guillotte & Sons TIME 10:40 am DELIVERY TICKET NO.ItRUCK NO. --- SLLW, IN. --- MIX NUMBER AND PROPORTIONS --- AIR CONTENT,% --- CEMENT 1 bag AIR TEMPERATURE,OF 82 WATER 7.5 gallons MIX TEMPERATURE, OF 82 FINE AGGREGATE 43 shove 1 s DATE RECEIVED IN LAB July 02, 2008 COARSE AGGREGATE 1 shovel lime FIELD DATA SUBMITTED BY PSI ADMIXTURE --- MIX DATA SUBMITTED BY Guillotte & Sons COMPRESSION TEST RESULTS SPECIMEN TEST TOTAL SPECIMEN SPECIMEN COMPRESSIVE LABORATORY IDENTIFICATION AGE DATEOF LOAD DIMENSIONS AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SO.IN.) (PSI) TYPE OF BREAK 7 A 7 07/07/08 12220 3 . 96 x 3 .91 x 7.98 15.48 790 Cone 7 8 28 07/28/08 7 C 28 07/28/08 SPECIFICATIONS 28 2000 Specimens picked up by PSI Test results comply with applicable REMARKS: X Speclmensmadeby PSI representative. X representative. specifications. Specimens made by Archileces or Test results do not comply with Contractor's representative. Specimens delivered to PSI laboratory. applicable specifications. Low 7 day result (A) , indicates the potential for a low 28 day compressive strength test. Respectfully submitted, Professional Service Industries,Inc. THESE TEST RESULTS APPLY ONLY 70 THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATNE OF THE ENTIRE MATERIAL PLACEMENT. REPORTS MAYNOT eE REPRODUCED,EXCEPT IN FULL,WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES.INC, PSI A-200.2P(3)F Professional Service Industries,Inc.•905 Turnpike Street, Suite H•Canton,MA 02021 •Phone 781/821-2355•Fax 781/821-6276 AM�i Information eTo Build On Engineering•Consulting• Testfng DAILY FIELD REPORT TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 DATE: July 01, 2008 PSI REPORT NO.: 446-80042-20 WEATHER: Overcast TEMPERATURE RANGE: 70 TO: 75 INSPECTOR: PSI TYPE OF INSPECTION BEING PERFORMED SOILS X CONCRETE FOUNDATIONS BATCH PLANT CONTROLLED FILL(COMPACTION) PLACEMENT(JOB SITE) X CYLINDER PICKUP ASPHALT OTHER BATCH PLANT PLACEMENT(JOB SITE) BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE: A PSI representative traveled to the above mentioned project for the purpose of retrieving concrete test specimens and transporting them to the PSI laboratory for curing and further testing. Respectfully submitted, Professional Service Industries,Inc. REPORTS MAY NOT BE REPRODUCED.EXCEPT IN FULL,WITHOUT WPJrMN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSI A-900.2(2)F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 781/821-2355•Fax 781/821-6276 rM01 �� Information.To Build On Engineeifng•ConsuRfng•Tbsting MASONRY INSPECTION REPORT TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 DATE: July 11, 2008 PSI REPORT NO.: 446-80042-21 REMARKS: PROJECT INFORMATION Weather: Sunny Temperatures 80 to 85 degrees F. General Contractor: East Coast Masonry Contractor: Guillotte & Sons Grout Supplier: Guillotte & Sons Mortar Supplier: Guillotte & Sons Grout Required Strength: Mortar Type & Required Strength: 2000 psi at 28 days Type S 1800 psi at 28 days MIX INFORMATION MATERIAL-cf or lbs CEMENT LIME FINS AGO WATER OTHER Mortar AMOUNT 1 bag .5 bag 30 shovels SOURCE Type I/II Tyne S Hyannis Grout AMOUNT 1 bag 3 trowels 36 shovels 12 g SOURCE type I/II CONSTRUCTION INFORMATION LOCATION AND ELEVATIONS CONSTRUCTED THIS DATE: West wall courses 41 & 42 stairwell #2 connector VERTICAL REINFORCING & SPACING: HORIZONTAL REINFORCING & SPACING.. #7 @ 48" OC 2 #5 course 42, truss each course LOCATIONS AND ELEVATIONS GROUTED THIS DATE: Course 39-42 reinforced cells & door frame cells, bond beam course 42 stairwell #2 connector TEST SPECIMEN INFORMATION SET NO. SPECIMEN SIZE NO. OF SPECIMENS TIME AIR TEMP. STORED I 2'Ix2IIx2'I 3 08:58am 84 onsite II 411x4I'x8" 3 08:40am 84 onsite REMARKS: Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. cc: billcatania@hospitalitygroup.com; gbs@rescomarch.com REPORTS MAY NOT BE REPRODUCED,EXCEPT IN FULL,MRTHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSI A-3MIN(1)F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 781/821-2355•Fax 781/821-6276 r�� Information r .To Build On Engineering-Consulting-resting REPORT OF MORTAR COMPRESSION TEST TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 DATE: July 11, 2008 PSIREPORTNO.: 446-80042-22 FIELD DATA: LOCATION OF PLACEMENT Stairwell #2 connector West wall course 41 & 42 DATE PLACED July 11, 2008 SUPPLIER Guilotte & Sons TIME 08:58 am PROPORTIONS FLOW, SEC. --- CEMENT 1 bag AIR CONTENT,% --- WATER 8 gal AIR TEMPERATURE,OF 84 FINE AGGREGATE 30 shovels sand MORTAR TEMPERATURE,OF 77 ADMIXTURE .5 bag lime DATE RECEIVED IN LAB July 14, 2008 FIELD DATA SUBMITTED BY PSI MIX DATA SUBMITTED BY Guilotte & sons COMPRESSION TEST RESULTS ASTM CTo9 SPECIMEN TEST TOTAL CUBE CUBE COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD SIZE AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST LBS.( ) (IN.) (SO.IN-) (P31) TYPE OF BREAK 9 A 7 07/18/08 10060 2.05 x 2.02 4.14 2430 Cone & Split 9 B 28 08/08/08 9 C 28 08/08/08 SPECIFICATIONS 28 1800 Test results comply with applicable REMARKS: X Cubes made by PSI representative. X Cubes picked up by PSI representative. specifications. Cubes made by Architect's or Test results do not comply with Contractors representative. _Cubes delivered to PSI laboratory. _ applicable specifications. Respectfully submitted, Professions!Service Industries,Inc. cc: billcatania@hospitalitygroup.com; gbs@rescomarch.com THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE MATERIAL PLACEMENT. REPORTS MAY NOT BE REPRODUCED,EXCEPT IN FULL,WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES.INC- PSI A-200-28(3)F Professional Service Industries,Inc.-905 Turnpike Street,Suite H•Canton,MA 02021 -Phone 781/821-2355•Fax 781/821-6276 rV%A71ir Information •To Build On Engine►ding•Consulting* Testing REPORT OF PRISM COMPRESSION TEST TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 DATE: July 11, 2008 PSI REPORT NO.: 446-80042-23 FIELD DATA: LOCATION OF PLACEMENT Course 39-42 reinforced cells, door frame & bond beam course 42 DATE PLACED July 11, 2008 SUPPLIER Guilotte & Sons TIME 08:40 am DELIVERY TICKET NO.fTRUCK NO. --- SLUMP, IN. --- MIX NUMBER AND PROPORTIONS --- AIR CONTENT,% --- CEMENT 1 bag AIR TEMPERATURE,OF B4 WATER 12 gal MIX TEMPERATURE, OF 73 FINE AGGREGATE 36 shovels DATE RECEIVED IN LAB July 14, 2008 COARSE AGGREGATE --- FIELD DATA SUBMITTED BY PSI ADMIXTURE 3 trowels lime MIX DATA SUBMITTED BY Guilotte & Sons COMPRESSION TEST RESULTS SPECIMEN TEST TOTAL SPECIMEN SPECIMEN COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIMENSIONS AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST "S.) (IN.) (SQ.IN.) (PSI) TYPE OF BREAK B A 7 07/18/08 18300 3.99 x 3.66 x 7.22 14 .60 1250 Cone & Split 8 B 28 08/08/08 8 C 28 08/08/08 SPECIFICATIONS 28 2000 Specimens picked up by PSI Test results comply with applicable REMARKS: X Specimens made by PSI representative. X representative. specifications. Specimens made by ArcNtecrs or Test results do not comply With Contractor's representative. _ Specimens delivered to PSI laboratory. _ applicable specifications. Low 7 day result (A) , indicates the potential for a low 28 day compressive strength test. Respectfully submitted, Professional Service industries,Inc. cc: billcatania@hospitalitygroup.com; gbs®rescomarch.com THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE MATERIAL PLACEMENT, REPORTS MAY NOT BE REPRODUCED,EXCEPT IN FULL,WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES.INC. PSI A-200.29(3)F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 781/821.2355•Fax 781/821.6276 In ormation f Ir .ToBuild On Engineering•Consafting. Tbsting DAILY FIELD REPORT TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CORDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 DATE: July 14, 2008 PSI REPORT NO,: 446-80042-24 WEATHER: Sunny TEMPERATURE RANGE: 80 TO: 85 INSPECTOR: PSI TYPE OF INSPECTION BEING PERFORMED SOILS CONCRETE FOUNDATIONS BATCH PLANT CONTROLLED FILL(COMPACTION) PLACEMENT(JOB SITE) ASPHALT X OTHER BATCH PLANT X Sample pick-up PLACEMENT(JOB SITE) BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE: A PSI representative traveled to the above mentioned project for the purpose of retrieving masonry test specimens and transporting them to the PSI laboratory for curing and further testing. Respectfully submitted, Professional Service Industries,Inc. cc: billcatania@hospitalitygroup.com; gbs@rescomarch.com REPORTS MAY N07 BE REPRODUCED,EXCEPT IN FULL.WITHOUT WRITTEN PERNIISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSI A-300-2(2)F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 781/821-2355•Fax 781/821-6276 1AO%% ffInformation ®To Build On Engineering•ConsWting•7bsUng MASONRY INSPECTION REPORT TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 DATE: July 16, 2008 PSI REPORT NO.: 446-80042-25 REMARKS: PROJECT INFORMATION Weathers Sunny Temperature: 80 to 85 degrees F. general Contractor: East Coast Masonry Contractor: Guillotte & Sons Grout Supplier: Guillotte & Sons Mortar Supplier: Guillotte & Sons Grout Required Strength: Mortar Type & Required Strength: 2000 psi at 28 days Type S 1800 psi at 28 days MIX INFORMATION MATERIAL-cf or lbs CEMENT LIME FINE AGG WATER OTHER Mortar AMOUNT 1 bag .5 baa 32 shovels 10 a SOURCE Type I/II Type S Hyannis -� Grout AMOUNT 1 bag 36 shovels 14q SOURCE type I/II CONSTRUCTION INFORMATION LOCATION AND ELEVATIONS CONSTRUCTED THIS DATE: Elevator shaft course 18-25. VERTICAL REINFORCING & SPACING: HORIZONTAL REINFORCING & SPACING: #7 9) 4811 OC & door iamb. Duratruss each course. LOCATIONS AND ELEVATIONS GROUTED THIS DATE: Elevator shaft 2nd floor door iamb. TEST SPECIMEN INFORMATION SET NO. SPECIMEN SIZE NO. OF SPECIMENS TIME AIR TEMP. STORED I 211x2"x21'- 3 01:30pm 85 onsite II 411x4IIx8" 3 02:47pm 85 onsite REMARKS: Grout placement cancelled; Mortar temp 92 F; Grout temp 87 F. Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. cc: billcatania@hospitalitygroup.com; gbs@rescomarch.com REPORTS MAY NOT BE REPRODUCED.EXCEPT IN FULL,WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC- PSI A-3041N(1)F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 t Phone 7 81182 1-2 3 55•Fax 781/821-6276 ffiWAAi Information ®To Build On Eng►needng.Consulting•Testing REPORT OF MORTAR COMPRESSION TEST TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 DATE: July 16, 2008 PSI REPORT NO.: 446-80 042-26 FIELD DATA: LOCATION OF PLACEMENT Elevator shaft course 18-25 DATE PLACED July 16, 2008 SUPPLIER Guillotte & Sons TIME 01 :3 0 pm PROPORTIONS FLOW,SEC. --- CEMENT 1 bag AIR CONTENT,% - - WATER 10 gal AIR TEMPERATURE,OF 85 FINE AGGREGATE 30 shovels MORTAR TEMPERATURE,OF 92 ADMIXTURE 1/2 bag lime DATE RECEIVED IN LAB July 17, 2008 FIELD DATA SUBMITTED BY PSI MIX DATA SUBMITTED BY Guillotte & Sons COMPRESSION TEST RESULTS ASTM C109 SPECIMEN TEST TOTAL CUBE CUBE COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD SIZE AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) TYPE OF BREAK 10 A 7 07/23/08 10250 2.04 x 2.01 4.10 2500 Cone & Split 10 B 28 08/13/08 10 C 28 08/13/08 SPECIFICATIONS 28 1800 REMARKS: X Cubes made by PSI representative. X Cubes picked up by PSI representative. Test results comply with applicablespecifications. Cubes made by Architect's or Test results do not comply with Contractor's representative. _ Cubes delivered to PSI laboratory. applicable specificalions. Respectfully submitted, cc: billcatania@hospitalitygroup.com; gbs@rescomarch.com Professional Service Industries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE MATERIAL PLACEMENT. REPORTS MAY NOT BE REPRODUCED.EXCEPT IN FULL,WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSI A-200.2e(3)F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021•Phone 781/821-2355•Fax 781/821-6276 h�i Infonnution � .ToBuild On Engineering.ConsuRing•Testing REPORT OF PRISM COMPRESSION TEST TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT &. SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 DATE: July 16, 2008 PSI REPORTNO.: 446-80042-27 FIELD DATA: LOCATION OF PLACEMENT Elevator shaft 2nd floor door jamb DATE PLACED June 16, 2008 SUPPLIER Guillotte & Sons TIME 02:47 pm DELIVERY TICKET NOJ RUCK NO. --- SLUMP,IN. --- MIX NUMBER AND PROPORTIONS --- AIR CONTENT,% --- CEMENT 1 bag AIR TEMPERATURE,OF 85 WATER 14 gal MIX TEMPERATURE,OF 87 FINE AGGREGATE 36 shovels DATE RECEIVED IN LAB July 17, 2008 COARSE AGGREGATE --- FIELD DATA SUBMITTED BY PSI ADMIXTURE --- MIXDATASUBMITTEDBY Guillotte & Sons COMPRESSION TEST RESULTS SPECIMEN TEST TOTAL SPECIMEN SPECIMEN COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIMENSIONS AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SO.IN.) (PSI) TYPE OF BREAK 11 A 7 07/23/08 24780 3.97 x 3 .88 x 7.86 15.40 1610 Cone & Split 11 B 28 08/13/08 11 C 28 . 08/13/08 SPECIFICATIONS 28 2000 Specimens picked up by PSI Test results comply with applicable REMARKS: X Specimens made by PSI representative. X representative. specilicauons. Specimens made by Archltecrs or Test results do not comply with 4 Contractors representative. _ Specimens delivered to PSI laboratory. applicable specifications. Respectfully submitted, cc: billcatania@hospitalitygroup.com; gbs@rescomarch.com Processional Service Industries, Inc. I THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE MATERIAL PLACEMENT. REPORTS MAY NOT BE REPRODUCED,EXCEPT IN FULL.WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSIA-2M29(3)F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 781/821-2355•Fax 781/821-6276 —_ I P ~��.ToInformation /r Build On Engineeilfng•Consulting•7bsting DAILY FIELD REPORT TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 DATE: July 17, 2008 PSI REPORT NO.: 446-80042-28 WEATHER: Sunny TEMPERATURE RANGE: 80 TO: 85 INSPECTOR: PSI TYPE OF INSPECTION BEING PERFORMED SOILS CONCRETE FOUNDATIONS BATCH PLANT CONTROLLED FILL (COMPACTION) PLACEMENT(JOB SITE) ASPHALT X OTHER BATCH PLANT X Sample pick-up PLACEMENT(JOB SITE) BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE: A PSI representative traveled to the above mentioned project for the purpose of retrieving masonry test specimens and transporting them to the PSI laboratory for curing and further testing. Respectfully submitted, Professional Service Industries, Inc. cc: billcatania@hospitalitygroup.com; gbs@rescomarch.com REPORTS MAY NOT BE REPRODUCED.EXCEPT IN FILL,WITHOUT WRITTEN PERMISSION BY PROFESSIONAL.SERVICE INDUSTRIES.INC. PSI"0a212fF Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 781/821-2355•Fax 781/821-6276 11 r4111,�� Information r ®To Buzld On Engineering•Consulting• Testing REPORT OF PRISM COMPRESSION TEST TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 REVISION #2 DATE: June 18, 2008 PSI REPORT NO.: 446-80042-14 FIELD DATA: LOCATION OF PLACEMENT Bond beam course 13; south wall stairwell #2 connector DATE PLACED June 18, 2008 SUPPLIER Guillotte & Sons TIME 12:0 0 pm DELIVERY TICKET NO./TRUCK NO. --- SLUMP,IN. --- MIX NUMBER AND PROPORTIONS --- AIR CONTENT,% --- CEMENT 1 bag AIR TEMPERATURE,OF 77 WATER 10 gal MIX TEMPERATURE,0 F --- FINE AGGREGATE 35 shovels DATE RECEIVED IN LAB June 19, 2008 COARSE AGGREGATE --- FIELD DATA SUBMITTED BY PSI ADMIXTURE Lime = 1/4 bag MIX DATA SUBMITTED BY Guillotte & Sons COMPRESSION TEST RESULTS SPECIMEN TEST TOTAL SPECIMEN SPECIMEN COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIMENSIONS AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (So.IN.) (PSI) TYPE OF BREAK 4 A 7 06/25/08 16800 3.90 x 3.92 x 7.34 15.29 1100 Cone & Shear 4 B 28 07/16/08 32220 3.89 x 3.85 x 6.98 14.98 2150 Cone & Split 4 C 28 07/16/08 32410 3.99 x 3.73 x 2.18 14.88 2180 Cone & Split SPECIFICATIONS 28 2000 Specimens picked up by PSI Test results comply with applicable REMARKS: X Specimens made by PSI representative. X representative. X specKcationa. Specimens made by Architect's or Test results do not complyv lh _ Contractor's representative. _ Specimens delivered to PSI laboratory. applicable specifications. Respectfully submitted, Professional Service Industries, Inc. cc: billcatania@)hospitalitygroup.com; gbs@rescomarch.com THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE MATERIAL PLACEMENT. REPORTS MAY NOT BE REPRODUCED.EXCEPT IN FULL,WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSI A-200-29(3)F professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 781/821-2355•Fax 781/821-6276 fi .W. P7W4Information oTo Build On 6ngilfeerfng•consulting• Testing REPORT OF MORTAR COMPRESSION TEST TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 REVISION #2 DATE: June 18, 2008 PSI REPORT NO.: 446-80042-15 FIELD DATA: LOCATION OF PLACEMENT South wall courses 8-13; stairwell #2 connector DATE PLACED June 18, 200B SUPPLIER Guillotte & Sons TIME 11:22 am PROPORTIONS FLOW,SEC. --- CEMENT 1 bag AIR CONTENT,% --- WATER 15 gal AIR TEMPERATURE,OF 77 FINE AGGREGATE 32 shovels MORTAR TEMPERATURE,OF --- ADMIXTURE Lime = 1/2 bag DATE RECEIVED IN LAB June 19, 2008 FIELD DATA SUBMITTED BY PSI MIX DATA SUBMITTED BY Guillotte & Sons COMPRESSION TEST RESULTS ASTM C109 SPECIMEN TEST TOTAL CUBE CUBE COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD SIZE AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SO.IN.) (PSI) TYPE OF BREAK 5 A 7 06/25/08 4380 2 .04 x 2 .01 4 .10 1070 Cone 5 B 28 07/16/08 i 7650 2 .04 x 2 .01 4.10 1870 Cone & Split 5 C 28 07/16/08 8430 2.04 x 2.02 4 .12 2050 Cone & Shear SPECIFICATIONS 28 1800 Test results comply with applicable REMARKS: X Cubes made by PSI representative. X Cubes picked up by PSI representative. X specifications. Cubes made by Architect's or Test results do not comply with Contractaes representative. _ Cubes delivered to PSI laboratory. _ applicable specifications. Respectfully submitted, Professional Service Industries, Inc. cc: billcatania@hospitalitygroup.com; gbs@rescomarch.com THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTEDAND MAY NOT BE INDICATIVE OF THE ENTIRE MATERIAL PLACEMENT. REPORTS MAY NOT BE REPRODUCED.EXCEPT IN FULL.WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES.INC. PSI A-200.28(3)F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021•Phone 781/821-2355•Fax 781/821-6276 - - RESCOM Tel(508)759-9828 Fax (508)759-9802 Architectural, Inc. P.O.Box 157 Bourne, MA 02553 September 26, 2008 Town of Barnstable Building Department 200 Main Street Hyannis, MA 02601 Attn: Tom Perry Re: Cape Codder Resort and Spa 1225 lyannough Road Dear Mr. Perry, Enclosed please copies of the following for the above referenced project: 1. Architect Field Reports 7-16-08 through 9-25-08. 2. Structural Engineers Field Reports 8-20-08, 3. Independent Testing Agency Field testing Reports for Concrete, Masonry and Compaction. Dated 7-25-08 through 9-16-08. Should you have any questions or comments, please do not hesitate to contact me. Thank You Sincerely, 4an 3. Gregory o C" v JJ RESCOM Architectural, Inc. + `O CD ,Encl. CD Copy. East Coast Commercial Construction Flood.Consulting w ' Catania Hospitality Group w M RESCOM ARCHITECTS FIELD REPORT Architectural, Inc. Residential& Commercial Architecture Date: July 16, 2008 P.O. Box 157, 118F Waterhouse Road Monument Beach, MA 02553 To: Barnstable Building Department (508) 759-9828 From: RESCOM Architectural, Inc. Project: Cape Codder Resort and Spa 1225 lyanough Road Haynnis, MA Work in Place: 1. Masonry work at the 500/600 connector is 100% complete. 2. 500 Building Interior Wall Framing 95% Complete. 3. Exterior Wall and Roof Insulation in Progress. 3. 600 Building Exterior Walls and Roof Framing in Progress. All work was found to be in compliance with the Construction Documents and 780 CMR, Massachusetts State Building Code. Items Reviewed: 1. Roof Framing changes at the 500/600 Connector where reviewed. 2. Interior Level changes were reviewed at the 500/600 Connector. I En j mewing a Conwiffng a'msffj'P'' ..._ .; _ REPORT:-OF.•U0RT•AWC0MPMSS109'°TE=.;, TESTED FOR:. WILLIAM-CATANIA PROJECT CAPE CODDER RESORT & SPA _ CAfiA-HOS`F1TAErrT-- 141. FALMOUTH ROAD DATE: July 11, 2008 PSI REPORT NO.: 446-80042-22 _ .... VELM-DATA; LOCATION OF-PLACEMENT Sta-irwell' #2 connector West wall course 41 -DATE PLACED - July 11-1 zaaa SUPPLIER Cuilotte &`Sons PROP.ORT'ION$ `- FLOW..SEC. --- CEMENT -1 bag .:AIR CONTENT,o/G -_- WATER 8:-gal s AIR TEMPERATURE,OF 84 FINE AGGREGATE 30 shovels-sand- ' 'MORYAWTEMPC E1R .OF-- .77_..: ADMWURE..r...; DATE RECEIVED IN LAB July 14,- 2-008- FIE D MTA 8U1BA 4TTEE?BY P&F MIX DATA SUBMITTED BY Guilotte & sons• ~ COMPRESSION TEST RESULTS - ASTAA C108 SPECIMEN TEST TOTAL_, CUBE CUBE COWRESSWE y LABORATORY IDENTIFICATION AGE DATE OF LOAD SIZE AREA -STRENGTH NUMBER OR SET N0 _ .(DAYS),.,. TEST. _ 114. .(IN-)- (SQ_IN) 4PS1 TYPE.OF BREAK y 9. : -A A . 7 07/18/08 ;. 10060 __2_.05 x ,-2 .02- -_-4.14 _ 2430 _. _ Cone & Split __9 B 28 08/08/_08- 12390 2_05 x 2.0L 4.12 3010 Cone.& Shear 9 C. 28 08/08/08 14.005 2.04 x. 2.03 4:14- 3380 Cone & "Split SPECIFICATIONS ' - 28 _ 1800 Test results corptywRh:ePplicable REMARKS: X Cubes made by PSI representative. X Cubes picked up by PSI represereative. X specifications. - Cubesmadeby ArcmImM or, - Testresulls 42W Conuadoes representative. _ _Cubes delivered to PSI laboratory. applicable,specificetiorfs - Professional Service Industries,lnc,,;. - -cc: .w ll iamcatan-ia@hospital- tygrGup •com, --gbs@rescomarch,.com__'_ . THESE TEST-RESULTS APPLY ONLY TOTW SPECIFIC SAMPLES TESTEDANDMAIVAOTBEJNUMATWOF"THE'ENTIRE MATER!ALPLAACEMENT. '.EPC,',TS MAY NOT?E REPRODUCED,ET;,,EP?M PULL,MIITT!.,Uf WP.!T?EPi PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES.INC. PSI A.200-28(9)F Proiessional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021•Phone 7811821-2355•Fax 781/821-6276 ;�c►� In 0' action eoBuffid REPORT OF PRISM COMPRESSION. TEST } TESTF.3EQR:'s.: RILhIAM- CATANIA PROJECT CAPE CODDER. RESORT'& SPA CATAi/TIA HOSPITALITY 122`5 I-YANNOUGH- RD HYANNIS, nA 141_ FALMOUT 1.ROAD -- HYANNIS, MA - 02601 -REVISION_#1 DATE: July. 11, 2008 PSI REPORT NO,:. 446-80042-23 FIELD DATA. LOCATION'OFPLACEMENT Course- 39-.42 reinforced:cells, ., door flrame & bond..beam course 4� DXT PLACED - July_1L,.._;2,00.8 -_:-. SUPP_LIER:_... . Guilotte & Sons TIME 08:4 0 am DELIVERY TICKET NO:/TRUCK NO: SLUMP;IN:, --- MIX NUMBER AND PROPORTIONS --- _AIR CONTENT,%o --- CEMENT l bag -4 AIR TEMPERATURE.OF 8.4 - --- WATER-- -- T--12 gal - WX TEMPERATURE,a F 73 FINE AGGREGATE— 16 shovelm � Y - DATE-RECOVED IN-LAB July-14 2008:. COARSE AGGREGATE::. ---. FELUDATA.SUBMI TED-,BY PSI _. _fiDWXTURE -3 :-trow tlq,els Tit . : MIX DATA SUBMITTED_BY. Guilotte & Sons _ - _ COMPRESSION-TEST RESULT'S -" SPECIMEN - TEST TOTAL SPECIMEN SPECIMEN COMPRESSIVE LABORATORY MENTIFICATION AGE- DATE OF - LOAD- . - DIMENSIONS - __A� 3T .__ RENGM 7_ NUMBER OR-3E f NQ' '(DAY - TEST (i 8S.)- ON, tSO.IN.) (PSI) TYPE OF BREAK B A - 7 .074-18-[" ---"301D 3:�9 x - :fib x- '7:�'l 14:60 1250 Cone & Sprit 1 8 B 28 08,/08/08 33495 . 3.91 x . 4.05 x 7.46- 15.84 . 2110 Cone & 'Sprit B,. C-. 28_. -..0.8./_0.8./,-0.8_ .,.-32.80.5-1._3.-.,71. x_ 3.93 x.. 7.-18 14.58 2250 Cone & Shear"' SPECIFICATIONS 2 8- 2 0 00 Spadm mpidcedupbyPSI------ Test results comply AU►opIca fey REMARKS:_ X Spedmers—de by PSI represmintive: X-NtpresenWtive. _ X _ spedrWouons "_f Spedmens made'by:AmNtecrsor Test results-do WO ccmoy'*Itk _ Caa+Oaetcx§eve: _Spedmensdr9lvee&tnPSHabamWr..-- applicablespeaficatleft. j,. s - Respectful y,subrnttte _- - Professional Service Industries,lne cc: willi-amcatania@hospitalitygroup-.-com.; gbsft-escomarch com� THESE TEST RESULTS d-PLY-ONLYTOTNE-SPECIFIC-SAMPLESTESTED AND M kY NW13E INDICATIVE OFIHE VMRE MATERIAL PLACEMj REPORTS MAY NOT BE REPRODUCED;EXCEFF IN FULL.WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES.INC, - - PSI A,200,29 lslr Professional Service Industries,Inc.•905 Turnpike Street,Suite H-P Canton,MA 02021•Phone 781/821-2355•Fax 781/821-6276 REPORT OF MORTAR COMPRESSION TEST_ TESTED FOR: WILLIAM CATANIA PROJECT` CAPE CODDER RESORT & SPA: CATANIA HOSPITALITY 1225 IYANNOUGH RD.---HYAW-M;11M, 141 FALMOUTH ROAD HYANNIS, MA 02601 - REVISION,91. DATE: July 16, 2008 PSI REPORT NO.: L FIEi:D `-LOCApONOF PLACEMENT- Elevator- -shaft course-18-25," DATE PLACED ..".JuTy"1"""6;" .200:8" SUPPtt€RirrllEe b� S y '-TIME 01:30 pm-- PROPORTIONS FLOW.SEC. --- CEMENT ` AIR--CONTENT,-.%: - - - - WATER _ 10-_- ,-. gal. ' AIR-TEMPERATURE,_°F 85 •FINEAGGR€GATE 3.0;-°s3�ovrrl MORTAR TEMPERATURE,OF 92 ADMIXTURE 1/2 bag lime ` DATf'RFCIFIVEifW July 17.-i 2r00- FIELD.DATA.SUBMITTED By. PSI - -- 1610f 1-1crt-t --&-SETrtst _-. . _ COMPRESSION TEST-RESULTS• r ASTM`C109 SPECIMEN- .TEST TOTAL - CUBE CUBE COMPRESSIVE r r LABORATORY IDENTIFICATION. 'AGE DATE OF LOAD. SIZE AREA STRENGTH NUMBER OR SET NO. (DAYS} TEST. (LBS,)_ (IN.). (SC IN.) (PSI) TYPE OF BREAK 10 A 7 07/23/0.8 1.025b . -.2.04 x 2.0-1 4..10 250:0 •Cone _& Split B 2.8._.08/13/08_. 1.2765- . 2.-03 x . 2.01 . . 4.08 3130 _ Cone &. Split 10. C 28 08/13/08 .11.855_. .2.02 x 2.01 4.06 2920 Cone & S Sit _ P .t SPECIFICATIONS — 28. 1800 r Test results comply v ith applicable REMARKS:` X Cubes Made by PSI representative- X Cubes picked up by PSI representative. X spectlicaltons. Cubesmade by Architep'sor — Test results dD not Comply with, _Contractor's representative. Curies delivered to PSI laboratory;" applicable.specifieations. ` Respectfully submitted, } Professional Service Industries, Inc. Cc: Williamcatania®hospitalitygroup.com; gbs@rescomarch.com THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE MATERIAL PLACENANT. REPORTS MAY NOT BE REPRODUCED,EXCEPT IN PULL,WITHOUT WRITTEN PERAASSiON BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSI A•2W-28 tslF Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021•Phone 781/821-2355•Fax 781/821-6276 f -In oration- /r ®To�uitd On ' REPORT OF PRISM COMPRESSION TEST TESTES) FOR. WILLIAM CATANIA PROJECT CAPE CODDER RESORT & SPA - --- - -- ----------_CATANIA HOSPITALITY 1225 TYANNOUGH RD. HYANNTS, MA - _ - 1-41 FALMOUTH ROAD - HYANNIS, MA 02601 REVISION #1 Ju1y -16,- -2008- - - -PSI REPORT NO.: 446-80042-27 a 4ELD-DATA: - - 4.1 .;-LOCATION OF PLACEMENT..., Elevator.shaft--2nd-floor._door jamb_: DATE PLACED June 16,- -200.8 SUPPLIER Guillotte &.Sony •., '- TIMES 02 :47 pm DELIVERY TICKET NOJTRUCK NO. --- SLt31V MD(NUMBER-AND PROPOR-TIt)NS AIR CONTENT,% --- CEMENT 1 bag_ MIX TEMPERATURE, OF 87 FINE AGGREGATE-4 36 shovel,' :' -DA F�ECEt�f i�a��.� :<:----Jul 1 T; 2 f1f1$ _- - t GA AC €€,tk� •--=-- ' FIELD DATA SUBMITTED BY PSI ADMIXTURE WXTDATASIlBR BY----- Fail Ilette--&--Sons ... - ----ClMPREM ON-TfST-RESUi.TS SPECIMEN TEST 108/13/08 TOTAL SPECIMEN SPECIMEN COMPRESSIVE 'LABORATORY IDENTIFICATION AGE DATE OF LOAD DIMENSIONS AREA STRENGTH - NtA71E�-- =�t�[sEFI�_..: _,.—._ :,.,:_.-;�.:�t35rI'_ _.:.___-: - Qld-}-_° . _ - °• �p�.p=_ 1P3�_ .ei ;;=;T1�E9F.gE�G•-.;.� . : . p 11 B 28 , 28275. 3_9a-x-- -3•._59_.-.__ 8,22..__-2-4.-25 1980 Cone & Spy-it .C--_ _ .. .29__ .0Z«�a-: _ 1_S ;_._ax 3�sx 8_ 15.2E sso :cone;& _ski:t 'SPECIFICATIONS 28 2000 Specimens pickedup by PSI Test resultscomply H+I1h applR�- - REMARKS: X Specimens made by PSI representative. X rMesentative. specircatlons. Specimens made by Anhitecls.m Test remftdo no[_comply�v Ali ` Contractors representative. Specimens delivered to PSI laboratory- X applicable spe ifications ' Low 28 day results $+C wDt 1�! ._ : . . .. . Respectf0y.,submitted__--=•-- _. .. . _. Proiessionai Service industries, - cc: Twill alnca>ran a@hosp -talitygraup.._com; gbE;@rescomarch=.coat THESE;TEST.RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE MATERIAL PLACEMENT. _ REPORTS MAY NOT BE REPRODUCED,EXCEPT IN FULL.WITHOUT WRITTEN PERNISSIM BY PROFESSIONAL SERVICE INDUSTRIES.INC. _ .es,A-zoo-2e I31F .Professional Service Industries,Inc,*_905 Turnpike Street,Suite.M j Canton,MA02021!.Phone 781L821.2355!Fax 761482176276 k' RESCOM ARCHITECTS FIELD REPORT Architectural, Inc. Residential& Commercial Architecture Date: July 30, 2008 P.O. Box 157, 118F Waterhouse Road Monument Beach, MA 02553 To: Barnstable Building Department (508) 759-9828 From: RESCOM Architectural, Inc. Project: Cape Codder Resort and Spa 1225 lyanough Road Haynnis, MA Work in Place: 1. 500 Building Interior Wall Framing 100% Complete. 2. 500 Building Interior Drywall in Progress. 3. 600 Building Exterior Walls and Roof Framing 65% Complete. All work was found to be in compliance with the Construction Documents and 780 CMR, Massachusetts State Building Code. Items Reviewed: 1. As interior Drywall Part ions are being installed, all penetrations in Fire Walls shall be Fire Caulked. 2. Stair Framing and Railing configurations were reviewed. RESCOM ARCHITECTS FIELD REPORT Architectural, Inc. Residential& Commercial Architecture Date: August 20, 2008 P.O. Box 157, 118F Waterhouse Road Monument Beach, MA 02553 To: Barnstable Building Department (508) 759-9828 From: RESCOM Architectural, Inc. Project: Cape Codder Resort and Spa 1225 lyanough Road Haynnis, MA Work in Place: 1. 500 Building Interior Drywall in 95% Complete. 2. Connector Framing between 500/600 is complete. 2. 600 Building Exterior Walls and Roof Framing 100% Complete. All work was found to be in compliance with the Construction Documents and 780 CMR, Massachusetts State Building Code. Items Reviewed: 1. Refer to Structural Engineers Report dated 8-20-08 for structural Revisions required. i CONSULTING -0000 FLOOD Structural Engineering STRUCTURAL FIELD REPORT Project: Cape Codder Resort Date: August 20, 2008 Additions & Renovations Hyannis, MA Project No.: FC# 0769 Weather: Sunny, 75 Deg. Report No.: 0769-03 Project Status: 1. For the link area,the masonry installation has been completed. The floor and roof framing has been installed. The TJI roof framing over the stair shaft and adjacent floor area needs to be modified. Along the exterior wall line, the TJI roof joists were bevel cut which is not allowed. The joists need to be reinforced with 11/4" Timberstrand members each side. A field sketch will be issued on this matter. 2. For the 500 Building,the gypsum wallboard for the interior shear walls has been installed. 3. For the 600 Building,the third floor framing, roof framing, roof and exterior wall sheathing installation has been completed. The gypsum wallboard for the interior shear walls has not been installed. The work completed appeared to have been do in conformance with the construction documents. Signed by: Stacy R. od, PE I 56 Laurel Drive Hudson, MA 01749 • TEL: (978) 562-6499 FAX: (978) 562-6246 REPORT OF CONCRETE COMPRESSION TEST--- _ T`CTE.n G/IU• WILT T tj,4 PT T]�T.TTT (�1 /�'7' nTA''�7''� V 1 LV VI\, tV LLLIY' I-A1C NTIA I ROjEC • 4C-AP J LODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141' - - - HYANNIS, MA 02601 REVISION #1 DATA August -15, . 2008 PSIAEPORT NO.. 446-80042-31 , FtEtD-DATA:_..__ <.; LOGATIONOF_PLACEMENT See Reinforcing Steel Report #446-80042-29 - - E.4/3.1 y, _ _ GATEPLACEIS = ---August-15, 2008__ ._ _ . _..__.___:SUPPLIER Falmouth Readymix ,. DELIVERY TICKET NU.n VJCK NQ._ '7-9-7-t3,V--, ," - A SLUMP;IN. . -- - -- 5 MIX NUMBER AND PROPORTIONS- 64 034 'Al.' -AIR,TEMPERATURE oE._ 69 _ WATER _G TEMPERATURE.'OF 79 - -.,FINE AGGREGATE DATE RECEIVED IN LAB August 18, 2008 COARSE AGGREGATE EIEMDATASummirEnw. PsL-- AONXTURE MIX DATA SUBMITTED BY Falmouth Readymix ' . N�DEAPPLICABLE ASTM NDARDeitlL£8S OHR WSE'INDIC�TEO- 4'CYLINDERS:C37(EXCLm PLING CI72 ASTM C39;C7231 r�a c• _.- S�M@k: :ft ..-' j�}M— CntMX:P- `r_ftMDER``�i€'-= TVE OG @ ,. L LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH AS SHOW IN NUMBER OR SET NO. (DAYS) TEST (LBs.) (IN.) ?(SO.W.) (PSI) ASTM C39 f ---7- 0812-2/08 - -99395.:- 6.00 28.27 3520 . . . Type _2, . ., 15-2279.,., ._ _. 57 9.9 ,._-: ' 2-8:Y8-'-..5400.. Type__5 _. .�1I C 28 09/12/08 149180 5:99 --28 .18 5320 _Type--2 11 Il ..,28. ,,09/12/_08. 14570.0 5..99 28,.18' .. 51-70`- Type' 2 SPECIFICATIONS 28. T40.00 r Cylinders picked up by PSI Test results comply with applicable - WAARK&,--X Cylinders madezi,,PSI representative.--- X representative X. specifications. - Cylinders made by Arotdtect's or- Test results do not comply vdt - .- - —Contractofs representative. _Cylinders dalivered.to PSI laboratory. P applicable specifications. Respectfully submitted, - Professional Service Industries,Inc. cc: williamcatania@hospitalitygroup.com; gbsOrescomarch.co0','_'yv`; THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT REPORTS MAY NOT BE REPRODUCED,EXCEPT IN FULL,WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSI A-20"NF Professional Service Industries,Inc.•905 Turnpike Street,Suite`H-Canton,MA 02021 •Phone 781/821-2355•Fax 781/821-6276 'N, ToBuild Ors EWneedM-Consuffing•.Testier REINFORCING STEEL REPORT —TESTED FOR: WILLIAM CATANIA PROJEC,i; CAPE CODDER RESORT & SPA.. CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA - 14-1 FALMOUTH ROAD HYANNIS, MA 02601 DATE: August 15, 2008 PSI' REPORT NO.: 446-80042-29 REMARKS: Results of reinforcing steel inspection on-this date are as.- follows: LOCATIONS INSPECTED: Wall: 1(B-B_3) B.3.(0.6.-1)_ : 0_6 (B._3--B-._8_).,_ B.8(0-0) . 0 (B.8-C.5) , C.5 (0-0.8) . 0.B (C.5-E) , K(0.8.-3:.1h. 3..11E.- T INSPECTION RESULTS: Quantity, as per approved drawings: X Rebar size, as per approved drawings: X- ,... Spacing :within--tolerance _Splice length satisfactory _ X ' Clearance, specified: - X _ Clean: _ -Tied: X ._ REMARKSt. All reinforcing steel at the above referenced location- was- inspected per drawing S3 .1 Detail #4,#6,#7,#8 (7/31/08) . Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. cc: willi-amca-tania@hospitalitygroup.-com,. gbsCrescomarch...com.___\ REPORTSMAYNOTBE.REPRODUCED.EXCEPT IN-FULL.WrniOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES.INC PSI A-SWIk(nF Processional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone781/82{-2355•Fax_781/821-6276 1 x, MENUPoforma REP.DRT._OF_FIELD-TESTING__OF..CQNCRETE...._ TESTED.FOR: WILLIAM CATANIA _ PROJECT: CAPE CODDER RESORT & SPA ^ 1225 IYANiQf3UCH RD.,:H YA 141 FALMOUTH ROAD -.c=- HYANNIS-, MA 02601 :DATE: August 15, _2066 081 REPORT NO.: 446-80042-30 FIELD DATA: Concrete was a 4000 psi mix delivered:by,-_-Falmouth Readymix,. mix -number. 640348. NO.O4TICKETNUMBER CONCRETE CUBIC TEMPERATURE,•F 3PEeiME SUPPLIEfA-. TIME-R#U6K TMA&fRilk-.--. YARdSOE=- =-- _ - AIR•-_ _ «,- - - SET NO. MADE DISPATCHED UNLOADED CONCRETE SLUMP,in. CONTENT. AIR% -CONCREn: I_. .. 4- 78-731.- 07:.55- am -eg:-07-amr Y-I.0 5 3..g _ 65 19-, _ 7873.2_. 08cfT6--atrr -:09-:22` _ 4. - 78734" 08':T4-am- 1IT:02=-am-.: 10--.5 �E$E&FI01 - Seer-Reinforei.-rrg-=St•eel---Report:--#446-80f}�-2•-2-g.-- t._ NOTE:APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED:MAKING SPECIMENS:C31(EXC.SEC.16.1.2);SLUMP:C143:AIR CONTENT:C231(M SEC 6);TEMPERATURE:C1664;SAMPLING:C172 REMARKS: > Respectfully submitted, Professfona!Serv�ce_brd s, d cc:- williamcatania®hospitalitygroup.com; gbs@rescomarch.com THESE TEST RESULTS'APPLY ONLY'TO-THE SPECIFIC SAMPLES"T'ESTED•ANDdMAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. " REPORTS MAY NOT BE REPRODUCED,EXCEPT IN FULL,VATHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES.INC. PSI A.2WI(8)F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 781/821-2355•Fax 781/821-6276 N�f Touid On . u. IPA ,,remfty _�{ . REPORT OF CONCRETE COMPRESSIO(+t TEST___.. TESTED FOR: WILLIAM. CATANIA. PROJECT:_ CAPE CODDER RESORT & SPA CA7AIt1IA_ HOSPITALITY- 122-r IYANNOUGH RD.. HYANI3IS;;_MA 141 FALMOUTH ROAD HYAMN-IS;`MA`- O'2G01 .,:.e ....... rye - DATE: August 15,. 200.8. PSI REPORT NO.: 446-80042-31 FIELD DATA: LOCATIONOFPLACEMENT See Reinforcing.Steel Report #446-80042-29 - E.4/3.1 DATE PLACED August 15, 2008 SUPPLIER Falmouth Readymix` TIME- 08:52 am DELIVERY TICKET NOJTRUCK NO. 7 8731SLUMP.IN. 5 MIX NUMBER AND PROPORTIONS 640348--' °-AIR CONTENT-.%- -3.-8 CEMENT - = AIR TEMPERATURE,°F 69 WATER CONCRETE TEMPERATURE, OF 7 9 FINE-AGGREGATE --- ._DATE RECEIVED IN LAB August 18, 2008 COARSE AGGREGATE- - - F-IEL.41 "Y PSI-• �DMN(TURE __._ _--- — _MIX_DATA'SUBM?1T-ED-BY NOTE,APPI rCAI LE ASTM STANDARDS IRILE$S CTNERWI3EINDICATED•SLUMP C143-AIR CONTENT-C 231 IEXCL�UDDINC�EEG eI•TEAEERATURE-CIM.CYLINDERS'C31 IEXCLIIOING-SEC 101 21 SAMPLU4D-C172 ASTM C39:C1231 SPECIME - TEST-- TOTRL" CnINDEFT CYLINDER' "COMPRESSIVE TYPE OF BREAit e-- LABORATORY IDENTIFICATION AGE• DATE OF LOAD DIAMETER AREA. STRENGTH AS SHOWNJN NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) ASTM C39 it - ._ A -�-^ - -..--7 08/22/08 99395 6.00 28.27 3520 Type 2 " 11 C 28 09/12/08 - ✓ ` i.1 D. 28 09/12/08 SPECIFICATIONS 28 40DO Cylinders pickeaup by PSI, Test results comply with apprlcabte- REMARKS: X-Cylinders made by PSI representative: X representative. speclricakris. Cylinders made by ArcNtkt's or Test results do not comply with —CdMraclorarepresentative. —.Cylinders delivered to PSI laboratgry — _,_2pplicable�spwlications., y RespectfuN siibmi[ted, Professional Service Industries, Inc. cc: williamcatan' @hospitaliiygroup.com; gbs�"r`escomarcli.com THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT.. ' REPORTS MAY NOT BE REPRODUCED,EXCEPT IN FULL,WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSI A•2004N F Professional Service Industries,Inc-4 905 Turnpike Street,Suite H"•Canton,MA 02021 4 Phone 7811821-2355*Fax 781/821�6278 Cc rNt>e6AF :Infor Lion Engineering•Conar ig is.TesEiIT F �. DAILY-FIELD-:fl4EP0ft.__AP - - TESTED FOR: -- wiLiiM CATANIA PROJECT: CAPE CODDER RESORT' & SPA CATANIA HOSPITALITY '1225 IYANNOUGH_Ra. -HYANNIS; =ft;, 141 FALMOUTH ROAD ..... HYANNIS; MA 02601 DATEt August,' 18, 20.0.8 PSI-REPORT NO..:. 44.6.-8.0.042=3.2. - _ Sunny---- - TEMPERATURE RANGE: 65 TO: 80 INSPECTOR: PSI TYPE OF INSPECTION`BEING PERFORMED SOtLS_- CONCRETE FOUNDAT ONS,:-' BATCH-PLANT:- CONTROLLED-FItL(COMPACTION)` ' PLACEMENT(JOB SITE) ' �� . .�_�•CY�i-fir PEi�-up._:,,T. - ASPHALT- - OTHER- B4TC�PLAN'T PI A£EMENT-(J0B SIT-E) BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE: A PSI representative traveled to the above mentioned project- for the purpose �f retri.wring:ba YPts_.r.es�..spsc;,,,P�+G..and: ranspnrting..�m:_-to.-the__PM laboratory for curing and further testing. - Z. Respectfully submitted; Professional Service Industries,Inc. b cc---w:il1 tal jcgroup.Com: gbsUrescomarch-com.. _ _r REPORTS MAY NOT SE REPRODUCED:EXCEPT IN FULL WRHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES:INC. PSI A•3M2(2)F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 181/821-2355•Fax 781/821-6276 1 �v RESCOM ARCHITECTS FIELD REPORT Architectural, Inc. Residential& Commercial Architecture Date: August 27, 2008 P.O. Box 157, 118F Waterhouse Road Monument Beach, MA 02553 To: Barnstable Building Department (508) 759-9828 From: RESCOM Architectural, Inc. Project: Cape Codder Resort and Spa 1225 lyanough Road Haynnis, MA Work in Place: 1. 500 Building Interior Drywall in 100% Complete. 2. 500 Building Interior Trim in Progress. 3. 600 Building Exterior siding and roofing in progress. 4. 600 Building Interior Wall Framing 55% Complete. All work was found to be in compliance with the Construction Documents and 780 CMR, Massachusetts State Building Code. r t> E 1nfqmiat0n TQBuda L _ rim REPORI CONGK11Z I t TEST_ TESTED F011: WITLT,IAM CATA.NIA PROJECT: CAPE CODDER RESORT SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 REVISION, #1 - DATE.-- August. 2.5;. 200.,8 PSI REPORT-NO.: 446-80042-35 FIELD DATA: LOCATION OF PLACEMENT Foundation wall footing (B3 to A3 to A2 to B3) DATE PLACED - August 25, 200-8 SUPPLIER Cape Cod Ready Mix ,,,, TIME 03:10 pm DELNERY TICKET NO./TRUCK NO. 47.878 1 SLUMP,IN. 5 1/4 MIX NUMBER AND PROPORTIONS 40DB - AIR,CE?NEENT;"/° 4.5. CEMENT --- AIR TEMPERATURE,OF 88 - WATER -- CONCRETE TEMPERATURE OF 82 FINE AGGREGATE DATE RECEIVED ITVLAB A:agust 26, 2GG$ COARSE AGGREGAT E''FIELD DA1ASliE)MITTED:BY_. •-PSI. ADMIXTURE --- /MIX DATA SUBMITTED-8-Y- Cape Cod Ready Mix T"APPL ABLE- TANDARDS IMLE^+�CiHERWMSEhdDIGATED L PC�r43 AIRCONTENj•Q23t i£ CLUDING SEC 81-TEMPER ATirRE C78E4`CYLiNOERS-QI(EXCLUDING SEC'ID 12_);_$F — - F.. COMPRESSION TEST RESULTS_-__ —_---------.----.-----_-._-- - SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE TYPE OF BREAK LABORkTORY. IDEWWMAT AGE - -DATEOF LOAD -DIAMETER AREA- STRENGTH- ASSHOMIN Nf11WBEft mt 3ETNVi _ {Q/IS,51 T€sr kmr .e„ , ,.= T-_ (ffiE j_ v:... aSlp_- # e ''t, r� - - >rs s� -- - �: r �t> — - __ 12 B . 28 09/22/08 12 . .D 28 09/22/08 SPECIFICATIONS ; Cylinders picked up by PST Test results campy with appbcaBl r REMARKS: X.Cylinders.made,try PSI represemative._ X..representative. . _ Specifications. Cylinders made by Archlteers or Test results do nOl campy wlRt' Contractor's representative. Cylinders delivered to PSI laboratory. applicable Speclricaliorts ReSpec#utiy SUbcnitted, Professional Service lndusfiries, Ir_t. ' cc: williamcatania@hospitalitygroup.com; gbs@rescomarch.com THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED,EXCEPT IN FULL.WITHOUT WRrrrEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES.INC ' Professional Service Industries,Inc.•905Turnpike Street,Suite H•Canton,MA 02021•Phone 781(821-2355•Fax 761/821-6276 ----- AMNIF- - .�oBuild=Q� F�91firee►►,g'i�onsultFi►g_• s -: I. . - - REPORT OF CONCRETE COMPRESSION TEST Tc5Tc7 Fva: t^TIL,T T P, CATAATIP. PROJECT: CAPE Cn?tDER RESORT' SPA - CA'TAN.IA:-HOSPITALITY 1225 IYANNOUGH RD. HYANNi i;"1 , ' _ -- 142 -PALMOUTH-ROAD HYANNIS, MA 02601 " DATE:. August 25, 20,08 PSI REPORT NO.: 446..-80042-36 . FIELD DATA: t LOCATION OFPLACEMENT- _f Linder=pzanzngs - -_ DATE PLACED August 25; 200-8• SUPPLIER Cape Cod Ready M1x - TIME 03:g0`pm DEL_msRY-TcxET N0-. FRuCKw) 4?8 T9f y SLUMP;IN: 5 1/2 MIX NUMBER AND PROPORTIONS 40DRY CIEMENT AIR`TEMPERATURE,-wF —WA I ER CONCRETE TEMPERATURE OF 82- FIWAGGR€GAT€ DATE-RECEIVED:IN.LAB.. August 26, 2008 COARSE AGGREGATE - FIELD.DATA SUBMITTED$Y_ PSI ._.. ___ ADMIXTURE --- MIX DATA SUBMITTED BY Cape Cod Ready Mix NOTE'APPLICABLE ASTUfiLANDAT IL I 083 1 I .te2)-SAMPLiNG C172 COMPRESSIOI�ITEST RESULTS ASTM C39:C1231 SPECIMEN TEST -TOTAL CYLINDER .-CYLINDER....COMP•RESSNE. TYPEDFIRREASC _ - LABORATORY DENTIFICATION AGE - DATE CF _.;LOAD - - DIAMETER -AREA -.STRENGTH - AS_SHOWN IN ' NUMBER OR SET NO. (DAYS) TEST (iBS.) (IN.) (sa IN.) (PSI) ASTR9 C39 1:3 — A - 8 09/02/08 11.3965 5.99 28.18 4040 Type 2 - - _ 13 B 28 Q1/22/08 - 13. C 28 09/22/08 SPECIFICATIONS 2 4 00.(1 Cylinders picked up by PSI Test results comply vNth applicable I EQIWARl1CS: X-cylinders made by PSI representative. X,representatlVe. sperifications : CyBndOrs.made by Ardiilecrs or Test results do not comply with Contraoto'S represenbhve. _ ._... ._-_--__Cyfindemsd&venKttD-PSHabM1ory; s: - Respectfully submitted, _ +.. Professional Service Industries,Inc. cc: williamcatania®hospitalitygroup.cam; gbs@rescomarch.com THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT REPORTS MAY NOT BE REPRODUCED.EXCEPT IN FULL.WITHOUT WRITTEN PERMISSION BY PROFESSJONAL SERVICE MIDUSTRIES,INC PSIA-200.4NF Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 7811821-2355•Fax 781/821-6276 '_"s Ei�g1»esr>;rrgensruIff#W Tn9 REPORT OF CONCRETE COMPRESSION TEST - TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDE;R RESORT & SPA - - -- -- - CATANIA_.HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA - - 141--EA1M0UTH ROAD HYANNIS, MA 02601 - - REVISION'#1' Augusa.'27., 2008 PSIREPORI`NO.: 446=80042;-40 FIELD.DATA: LOCATION OF PLACEMENT .See Reinforcing Steel Report: 446-80042--38 Elevator pit -wall DATEPLACED August 27, 2008 SUPPLIER Cape=Cod Ready Mix' -T1ME. 03•.30 pm pIUKSLUMP,IN. 5 1/2 MIX NUMBER AND PROPORTIONS 64030. AIR CONTENT;% _ 4 .7_ CEMENT" ---� AIR TEMPERATURE,OF 77 WATER CONCRETETEMPERATURE OF 80 FINE AGGREGATE DATE-RECEIVED IN LAB`,_ August 281- 2,008 COARSE AGGREGATE L-EELD.DATA SUBMITTED BY PSI _ _ ADMIXTURE -- MIX DATA-SUBMITTED BY -Cape-Cod-Ready-Mix- - UM-AP ND 48-A1R E _ ASTM C39;-C1231 SPECIMEN TEST CYUNt7ER- f1fPE8F8REAlE, - -LABORATaRY IDENTIFICATION 'AGE -DATE OF —LOAD 13 AMETER -AREA _STRENGTH__ AS SHOWN-IN NUMBER OR SET NO. (DAYS) TEST (Los.) (IN.) (SO"IN_) (PSI) ASTM C39 •... 1.4.. .. A. 7 09/03J08 93680 6.00 28.27 3310 Type 5 C- --- -- -28 09J�4J08 ------ ------------ --_ ----- - 14 D 28 09/24/08 _ SPECIFICATIONS Cylindeis'pickced up by PSI Test results comply with applicable REMARKS:. X cyiindem made by PSt representative. X represeniatwe. f specifications. Cylinders made by.ArchitecPs or _ Test results do not coimply wish Contractofs represerdaGre. _ cylinders delivered to PSI laboratory. applicable specifications Respectfully submitted, - Professional Service Industries,Inc. cc: -wi lliamcatari�ia@hosp`ital:itygroup.eom; gbs@rescoinarch.com. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAN PLES TESTED AND 41AY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. - REPORTS MAY NOT BE REPRODUCED,EXCEPT IN FULL.WITHOUT"MITTEN PERMIS5IDNBY PROFESSIONAL SERVICE INDUSTMES.INC. PSI A-2004N.F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021•Phone 781/821-2355•Fax 781/821.6276 e Information I r •TO Bulld 4n Engineering•Consulting•7irsfing REINFORCING STEEL REPORT TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 DATE: August 25, 2008 PSI REPORT NO.: 446-80042-33 REMARKS: Results of reinforcing steel inspection on this date are as follows: LOCATIONS INSPECTEDe Foundation Wall Footing B3-A3-A2-B-3 INSPECTION RESULTS: YES NO Quantity, as per approved drawings: % Rebar size, as per approved drawings: X Spacing within tolerance: X Splice length satisfactory: X _ Clearance as specified: X Clean: X Tied: REMARKS: * Vertical dowels "wet stuck" . PSI was unable to verify reinforcing steel for wall under-pinning, 1 (D.2-D.8) ; D.8( .1-1) . Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. cc: williamcatania@hospitalitygroup.com; gbs@rescomarch.com REPORTS MAY NOT BE REPRODUCED.EXCEPT IN FULL.WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,aNC- - PSIA•30o-1N(,)F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 781/821-2355•Fax 781/821-6276 ~�� Info�on r .TO Buald On. Engineering•Consuiting•7iesting REPORT OF FIELD TESTING OF CONCRETE TESTED FOR: WIL,LIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 DATE: August 25, 2008 PSI REPORT NO.: 446-80042-34 FIELD DATA: Concrete was a 4000 psi mix delivered by Cape Cod Ready Mix, mix number 40DBY. NO.OF CONCRETE CUBIC TEMPERATURE,'F SPECIMENS SUPPLIER TIME TRUCK TIME TRUCK YARDS OF AIR SET NO. MADE TICKET NUMBER DISPATCHED UNLOADED CONCRETE SLUMP,in. CONTENT,% AIR CONCRETE I 4 47878 02:25 pm 03 :20 pm 8.0 5 1/4 4.5 88 82 II 4 47879 02:32 pm 04:00 pm 8.0 5 1/2 4.6 76 82 LOCATION: I Foundation wall footing (B3 to A3 to A2 to E13) II Under-pinnings .1 (D.2-D.8) ; D8( .1-1) J NOTE:APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED,MAKING SPECIMENS:C31(EXC.SEC.10.1.2);SLUMP C143;AIR CONTENT:C231(EXC.SEC-6);TEMPERATURE:C1064;SAMPLING:C172 REMARKS: Two sets of cylinders fabricated as requested by Mr. Dave Wilson. , l Respectfully submitted, Professional Service Industries,Inc. cc: williamcatania@hospitalitygroup.com; gbs@rescomarch.com THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. , REPORTS MAY NOT BE REPRODUCED,EXCEPT IN FULL,WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES.INC. - PSIA-200-1(8)F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021•Phone 781/821-2355•Fax 781/821-6276 3 r�� Information Ir sT0Budd On Engineering•Consulting• Tbsting DAILY FIELD REPORT TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 DATE: August 26, 2008 PSI REPORT NO.: 446-80042-37 WEATHER: Sunny TEMPERATURE RANGE: 70 TO: --- INSPECTOR: PSI TYPE OF INSPECTION BEING PERFORMED SOILS X CONCRETE FOUNDATIONS BATCH PLANT CONTROLLED FILL(COMPACTION) X PLACEMENT(JOB SITE) X Cancellation ASPHALT OTHER BATCH PLANT PLACEMENT (JOB SITE) BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE: A PSI representative traveled to the above mentioned project for the purpose of performing a concrete field inspection. Upon arrival, PSI was notified that the concrete placement was cancelled for this date. Respectfully submitted, Professional Service Industries,Inc. cc: williamcatania@hospitalitygroup.com; gbs@rescomarch.com REPORTS MAY NOT HE REPRODUCED.EXCEPT IN FULL.WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES.INC. PSI A•300.2(21F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 7811821.2355•Fax 781/821-6276 r�� Infor►nation l r .To Buald On Enginesifng• Consulting•Tbst/ng REINFORCING STEEL REPORT TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 DATE: August 27, 2008 PSI REPORT NO.: 446-80042-38 REMARKS: Results of reinforcing steel inspection on this date are as follows: LOCATIONS INSPECTED: Wall: 3 .1(A-B) ; A(3.1-2) ; 2 (A-A.9) ; A.9(2-1) • 1_(B.3-A.9) ; B.3 (1-0.9) Elevator Pit Walls: E(1.5-0.5) ; D(1.5-0.5) • 1.5 (E-D) ; 0.5(E-D) INSPECTION RESULTS: YES NO Quantity, as per approved drawings: X Rebar size, as per approved drawings: X Spacing within tolerance: X Splice length satisfactory: X Clearance as specified: X Clean: % Tied: g REMARKS: All reinforcing steel at the above referenced location was inspected per drawing S3.2 Detail #3 Detail #6 (7/16/08) . Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. cc: williamcatania@hospitalitygroup.com; gbs@rescomarch.com REPORTS MAY NOT BE REPRODUCED,EXCEPT IN FULL,WITI4OUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSI A3041N(1)F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021•Phone 781/821-2355•Fax 781/821-6276 - t fo LionI ]In ToBu 1d On Engineering•Consulting•Testing REPORT OF FIELD TESTING OF CONCRETE TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02601 DATE: August 27, 2008 PSI REPORTNO.: 446-80042-39 FIELD DATA: Concrete was a 4000 psi mix delivered by Cape Cod Ready Mix, mix number 640348 . NO.OF CONCRETE CUBIC TEMPERATURE,°F SPECIMENS SUPPLIER TIME TRUCK TIME TRUCK YARDS OF AIR SET NO. MADE TICKET NUMBER DISPATCHED UNLOADED CONCRETE SLUMP,in. CONTENT,% AIR CONCRETE I 4 47920 02 :39 pm 03 :42 pm 10.0 5 1/2 4.7 77 80 47922 02 :53 pm 03:54 pm 10.0 47925 03 :11 pm 04:12 pm 10.0 47926 03 :20 pm 04:41 pm 9.0 LOCATION: See Reinforcing Steel Report: 446-80042-38 I Elevator pit wall a 1.5/E NOTE:APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED:MAKING SPECIMENS:C3I(EXC.SEC.10.1.2);SLUMP:C143;AIR CONTENT:C231(EXC.SEC.6):TEMPERATURE:CIO64:SAMPLING:C1T2 REMARKS: d Respectfully Submitted, Professional Service Industries, Inc. cc: williamcataniaghospitalitygroup.com; gbs®rescomarch.com THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED.EXCEPT IN FULL.WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSI A-200-1(B)F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 781/821-2355•Fax 781/621-6276 Information BU.; On EngJneering• Consulting •TbsBng DAILY FIELD REPORT TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALMOUTH ROAD HYANNIS, MA 02602 DATE: August 28, 2008 PSI REPORTNO.: 446-80042-41 WEATHER: P. Sunny TEMPERATURE RANGE: 55 TO: 80 INSPECTOR: PSI TYPE OF INSPECTION BEING PERFORMED SOILS CONCRETE FOUNDATIONS BATCH PLANT CONTROLLED FILL (COMPACTION) PLACEMENT(JOB SITE) X Cylinder Pick-up ASPHALT OTHER BATCH PLANT PLACEMENT(JOB SITE) BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE: A PSI representative traveled to the above mentioned project for the purpose of retrieving concrete test specimens and transporting them to the PSI laboratory for curing and further testing. Respectfully submitted, Professional Service Industries, Inc. cc: williamcatania@hospitalitygroup.com; gbs@rescomarch.com REPORTS MAY NOT BE REPRODUCED,EXCEPT IN FULL,WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSI A•I042(2)F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021•Phone 781/821-2355•Fax 781/821-6276 113\1:7�scom ARCHITECTS FIELD REPORT Architectural, Inc. Residential& Commercial Architecture Date: September 10, 2008 P.O. Box 157, 118F Waterhouse Road Monument Beach, MA 02553 To: Barnstable Building Department (508) 759-9828 From: RESCOM Architectural, Inc. Project: Cape Codder Resort and Spa 1225 lyanough Road Haynnis, MA Work in Place: 1. 500 Building Interior Trim in Progress. 2. 500 Building Hallway Ceilings in Progress. 4. 600 Building Interior Wall Framing 100% Complete. 5. Spa Connector Foundations in place. All work was found to be in compliance with the Construction Documents and 780 CMR, Massachusetts State Building Code. Items Reviewed: 1. Carpet and padding Specifications were reviewed. The Carpet installer Will submit the required documentation for review on the Fire Classification. R- -E S C 0 M ARCHITECTS FIELD REPORT Architectural, Inc. Residential& Commercial Architecture Date: September 25, 2008 P.O. Box 157, 118F Waterhouse Road Monument Beach,MA 02553 To: Barnstable Building Department (508) 759-9828 From: RESCOM Architectural, Inc. Project: Cape Codder Resort and Spa 1225 lyanough Road Haynnis, MA Work in Place: 1. 500 Building Interior Trim in Progress. 2. 500 Building Hallway Ceilings in Progress. 4. 600 Building Interior Wall Framing 100% Complete. 5. Masonry at the Spa Connector Stairwell.25% Complete. All work was found to be in compliance with the Construction Documents and 780 CMR, Massachusetts State Building Code. Items Reviewed: 1. Slopes at the interior hallway ramps were reviewed. The ramps need To be extened approximetly V-0" to meet the required 1:10 slope. 2. As ceilings and walls are being closed up, all penetrations in the Fire walls need to be fire caulked. 3. Details of the required drywall, Fire Damper and non-combustable conduits where reviewed at the 2 hour wall. S F� In ornation ®Todd On.. " __ _. Eytgfneerleq=��Consu,�ng•T�sipng MASONRY INSPECTION REPORT TESTED FOR:-- WILLIAM CATANIA PROJECT: CAPE_CODDER _RESORT_&_SPA _ CATANIA HOSPITALITY 1225 IYANNOUGH RD. .HYANNIS;--. 1Y1 1<,AL,"•40CTH ROAD :. HYANNIS, MA 02601 DATE: --- September 12-,-- 2008 -- - PSI-REPORT-WO.: 446---&0"042-4-2-- - -" REMARKS: PRO&TTE T XNF0111ATX0.?: Weather-t._ S_ unnY_ Temperature c -4.0 to-5.0 degrees F. Genera. onftactor- East Coast__= Masonry Z'CIr r8C1~Oi':-Gizirlotte & Sons" Grout Supplier: Guillotte & Sons Mortar Supplier.: Guillotte =&..Son$; , . Grout RIG(ra.red Strength: Xor Lar Type & Required Stsengtkii 3000 psi at 28 days Type S 1800 psi at 28 days - -- --- " - - - MIX-SNFORMATXVN MATERIAL-cf or lbs CEMENT LIMB FINS"AGG WAT$$ . _DER ....- Morr2arr AHOt-INT 94 !be 25 lbs 26' shovels 10 C SOURCE Type I/II Graymont sand - - Grout--" AMOUNT-- " 94 "lbs - 36 shovels 15 S SOURCE Type I/II sand CONSTRUCTION rNFORMATXON -LOCATION AIM __ELEVATLONg CONSTRICTED THIS DATES Elevator shaft - courses .27-37. -- -_ VBRTICWj REINFORCING& SPACINGr_ HORIZONTAL .REINFORCING & SPACING: -- #7 -4a" OC .__ ..__ Truss_Reinfcxcement 4-8_1.:_ OC LOCATIONS AND ELEVATIONS GROUTED THIS W.TE. Bond beam at first to second floor elevator shaft. - TEST-SPSCrMEN XNF0Ri+A3?01T - SET NO. SPECIMEN SIZE NO. OF SPECIMENS TIME AIR TEMP. STORED S 211x2IIx2II 3 12:40Am 64- onsite II 4"x4!1x811_.__--. S _ 09:45am . 64 onsite locations. Respectfully--submitted; PROFESSIONAL SERVICE INDUSTRIES, 'INC. cc: williamcatania@hospitalitygroup.com; gbs@rescomarch.com -REPORTS MAY NOT BE"REPROOUCED..EXCEPT IN FULL..WITNOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES.INC. PSI A-300-IN illy Professional Service industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 781/821-2355•Fax 781/821.6276 iT F,t��l •ToBuila�Sir— Engiieetirg nndMV• .; REINFORCING STEEL REPORT _ - - - _ _ —` .✓fir �' -,,. TESTED FOR: WILLIAM CATANIA PROJECT: CAPER CODDER RESORT & SPA -_..CATANIA HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA V 141'_FA HYANNIS, MA 02601 DATE: September 12, 2008 PSI REPORT NO.: 446-80042-45 _ REMARKS'.- Results- of reinforcing steel -inspection orr-this date- are as-follows: LOCATIONS INSPECTED: Slab on Grade (A-B/2-3) 1125MECTION, RESULTS-- Quantity, -as-- per approved-drawings: Rebar_size, as per approved drawings: Spacing within tolerance: Splice length satisfactory: s . Clean: X Tied: REMARKS: No drawing provided for this location. PSI noted the installation of the-following.. 6.1iXV welded.wire fabric with 1211 splice, lifted with--hooks during placement-.- Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. cc: williamcatania@hospitalitygroup.com; gbs@rescornarch.com REPORTS MAY NOT BE FEPROOUCEO.EXCEPT IN FULL.VVITMOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE 1NVUSTFRES.INC. PSI A•300•IN 413F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021•Phone 781/821-2355•Fax 781/821-6276 1 11'. mT_Build 4n Engineeifag!Consulting:•,Ta J - -- -REPORT OE FIELD-TESTING-OP-CONCRETE- TESTED FOR: WILLIAM CATANIA PROJECT: CAPE COWER RESORT- & SPA S; CATANIA-HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA = 141_FALMOUTH-RCAU HYANNIS, MA 02601 IOATE: Sep ember 12, 2008 PSI REPORT NO.: 446.-80042-46.- 4ELD DATA -., Conc-rete_wa-s-a-4000-psi-_a�ix adelivered.:by Cag�_'God IFeidl zx� mix number 40GRY. NO,OF•- CONCRETE^ _,. CUBIC--- - -. _ TEMPERATURE 9F � - SPECIMENS _SUPPLIER- TIME TRUCK TIME TRUCK YARDSOF AIR SET NO" MADE TICKET NUMBER DISPATCHED UNLOADED CONCRETE SLUMP,in. CONTENT,% AIR _ CONCRE -4-.. 48132.. ._- 1d:12." am 11:44 am _ ..._4.0 3 -1/2 -5.5 64 72 -• LOCArow__. Slab-,on Grade:. - _ NOTE.APPUCABLEASTM STANDARDS..UNLESS-OTNERWISEWDICATED=MAKING SPECIMENS:C31(EXC.SEC 10.1.2),SLUMP;C143;AIR CONTENT.C231(EXC.SEC.e):TEMPERATURE:CiOO4:SAMPLING C172 REMARKS: Respectfully-submitted, -Professional Service Industriiag,106 cc: williamcatania@hospitalitygroup.com; gbs@rescomarch.com THESE.TEST RESULTS APPLY WAY TO UW_SPEGFIC SAMPLES-TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT REPORTS MAY NOT BE REPRODUCED.EXCEPT IN FULL.WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. Ps(a z T(e>F. Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 781182i-2355•Fax 78V821-o278 r rAPIMEM, Info i. F.. .To Build On DAILY FIELD REPORT TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CORDER RESORT & SPA 'z CATANTA-HOSPITALITY 1225 IYANNOUGS RD. HYANNIS, MA _.. 19 LEBLMOUTEE. ROAD' HYANNIS, MA 02611 DATE . ___. September 15, 2008 _ _ _ PSI REPORT NO..: 446-80042-48 WEATHER`_..-.. Clear TEMPERATURE RANGE: TO TO, INSPECTOR: "PST — - — _TYPE OF INSPECTION BEING PERFORMED - SOILS X CONCRETE . FOUNDATIONS - - -- - - BATCH PLANT ... CONTROLLED FILL(COMPACTION) PLACEMENT(JOB SITE) X Cylinder Pick-up ASPHALT X OTHER. --BATCH-PLANT X Grout Prisms '✓ PLACEMENT (JOB SITE) X Mortar-Cubes = BRfEf'-RESUME-OF-WORK ACC-OMPLFSHED=T+iIS DATE: >- A PSI:-representative, :travele&to the above= mentioned pralect -for the.. purpose- of retrieving concrete test specimens and transporting them to the PSI laboratory: far curing.and-further-testinq. _ - -- Respeetfuuy sutpnitted, - Professional Service Industries,4nc':_�. - cc will`iamcatan a@hospitalitygrdup.com; ' gbs@rescomarch-♦com REPMS KAr Nor BE REPRMUCM.EXGEPr IN RJU_W"10Ur'SARBTTEN PERNSSION BY PROFESSIMAC SERVCE- iNOUSTAlES:lNC •_ P51,"00-2 V Professional Service Industries,Inc.•905 TurnpiKe Street,Suite H•Canton,MA 02021 •Phone 781,1821-2355•Fax 781/821-6276 I _ - litw`FYF . To Buald�n _ Engkiee faW•ConsuAng.•Testing. TESTED-FOR: WILLIAM CATANIA. PROJECT: CAPE CODDER RESORT & SPA CATANIA HOSPITALITY.... 1225 IYANNOUGH RD. HYANNIS, MA-.'' 141 FALMOUTH ROAD. HYANNIS, .:MA 0; 60 DATE: September 16, 2008 PSI REPORT NO:: 446-80042-49 --- _REMARKS: Results of reinforcing. .steel inspection on this date are as follows:. LOCATIONS INSPSCTBD: Footing F/3 C Line Stairs_._-_.__..__ --- I•NSPECTION YES,_ NO Quantity, as per approved drawings:' X Reber size, as per approved drawings: - X Spacing within tolerance: �0. Splice length-satisfactory: X _ .-Clearance,as .specif ied.: _-Clecm: — W X Tied: X REMARKS: All reinforcing steel at the above referenced location was inspected per drawing S1.0 (7/15/08) . Respectfully--submitt-ed,_ PROFESSIONAL, SERVICE INDUSTRIES, INC. LREP-ORMTS lliamcatania@hospitalitygroup.com; gbs@rescomarch.com OT BE REPRODUCED.EXCEPT IN FULL.%MTHOUT WRITTEN PERMISSION BY PROPESSIaNAL SERVICE INDUSTRIES.INC.Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 781/821.2355•Fax 781/821.6276 I formation .ice s 'o Build On. REPORT OF FIELD TESTING OF CONCRETE TESTED FOR: WILLIAM CATANIA PROJECT: CAPE CODDER RESORT & SPA C,.ATANIA.HOSPITALITY 1225 IYANNOUGH RD. HYANNIS, MA 141 FALM0IIT1T`•R0) HYANNIS, MA 02601 DATE: September 16, 2008 PSI REPORT NO.: 446-130042-50 - -- FIE3LW0A7A:' ConcTeVewwrr a 4 fTf? :mix E ry erl Fsy Cape Er iar; _— mix number 40SY" NO.OF CONCRETE CUBIC TEMPERATURE.-F - SPECIMENS SUPRLIM .._ TIME TRUCK- TIM TRUCK-. YARDS OF AIR-. SET NO. MADE TICKET NUMBER DISPATCHED 'UNLOADED CONCRETE SLUMP,in. CONTENT,% AIR CONCRETE ._e I 4 4 818.7 02.15 pm. 03-20- pm- 7.0• 4 1:8- 74 76` p>tr -04:;Fys,_pm_`_ 7=0 _ ' - I F LOCANIOW Footings--.- F{3---16-c- line_@�:&Eairs I Footing,:F/3.. 11:' C. line w-stairs - - - '=x -NOTE APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED:MAKING SPECIMENS:C31(EXC.SEC.10.1.2):SLUMP:C143:AIR CONTENT:C231(EXC.SEC.61:TEMPERATURE:610U.SAMPLING:C172 REMARKS: � - Professional Service Industries, lr1c: -wil-11-amcat=d—aVhosgit -1-itygroup.-can, ghsorescomarch.com THESE_TEST-RESULLSead Y ONLY TQTHESEEMIC.SAMPLESSESTED.AND ULY.MaT-BEMI LYECIE THEENrIRE.COM:RETEPLACEMENT - REPORTS MAY NOT BE REPRODUCED,EXCEPT IN FULL.WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES.INC. - P.A•7004(b)F Professional Service Industries,Inc.•905 Turnpike Street,Suite H•Canton,MA 02021 •Phone 781/821-2355•Fax 781/821-6276 J