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Simpkins Reports 2014
Greetings Project"Team— Page I of I Grylls, Mark From: Newforma@iconarch.com Sent: Tuesday,August 13,2013 4:41 PM To: Grylls,Mark Subject: ICON architecture,inc.Info Exchange Account Notification Follow Up Flag:Follow up Flag Status: Purple GREETINGS PROJECT TEAM To make sharing of files and knowledge easier,ICON architecture,inc.is providing you free access to the project information management system we use:Newforma®Project Center.It offers a simple, but secure environment for collaborating on a variety of processes and is accessible from anywhere there's an internet connection. 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ICON architecture,inc. 10/10/2013 ® FILE COPY ICON ARCHITECTURE 101 SUMMER ST BOSTON MA MEMORANDUM 02110 ICONARCH.COM 617.451.3333 DATE: August 12, 2014 TO: Mark Grylls, Building Commissioner,Town of Yarmouth FROM: Michael Gardenier RE: Simpkins School Residences—Wire grommet at load centers The following is in response to issue raised during your walk-through with Todd Hajec from Callahan regarding the lack of a grommet at the load center wiring at select • apartments on the third floor of the new addition. To address the issue at the load center,the GC proposed to the design team that the wiring in question be wrapped with a length of split PVC pipe,filled with fire caulk, and zip tied in place.The pipe would then be fire stopped as it passed thought the metal track and GWB to finish the fire stopping at the assembly.A mockup was reviewed on site by ICON and discussed with the electrical engineer from WBA. ICON and WBA feel that this construction both protected the wiring and allowed for proper fire stopping.This corrective work was completed at the other units missing the grommets prior to being concealed by the GWB finish ceiling. • • vrcTA PY2wr ®FILE COPY AC engineers Innovative Structural Engineering Kimas M. Veitas P.E. Lincs.1. tlahrila P.E. Jack A.Wand P.F. July 14,2014 7 - /)' _- /r Callahan,Inc. 80 First Street .185.?? -- Bridgewater.MA 02324 44 Attn: Phil Briselli,Project Manager Re: Simpkins.School _ Yarmouth,MA ?"1" "-1-41"""( • Dear Phil: As requested,we visited the site mentioned above on several occasions to observe structural repair of the floor trusses that need to be modified due to plumbing conflicts. The observations were to verify conformance to the truss repair drawings prepared by Veitas&Veitas Engineers,Inc. • Scope of Observation: We reviewed the following structural items: 1. Structural Wood Framing--The review included verifying the field repair to the pre-engineered wood floor trusses. Truss repairs were in conformance with the truss repair drawing prepared by Veitas&Veitas Engineers,Inc. Conclusion: The Structural Wood Framing will be in general conformance to the plans prepared by Veitas&Veitas Engineers,Inc. If you have any questions please do not hesitate to call. , Sincerely, `s1c't Veitas&Vei as Engineers,Inc. (. ,. ,_RA, S� ITR: g. • •� •402$ rn eA ert A. 1:-/ NifvAL aStnrcturat Engineering• Building Science•Suuctural !nspecnons•Design/Build Veitas and Veitas Engineers.Inc. Granite Street• Braintree. MA 02184 •T: 781-8.:i-2803 •F: 781-c..Q-2065•mra.veitas.coin WB pj�tlz 14 Wozny/Barbar& Associates, Inc. CONSULTING ENGINEERS MEMORANDUM Date: June 20, 2014 To: Michael Gardenier From: Greg Wozny, PE Reference: Simpkins School—Temporary corridor protection Michael, We have reviewed the Protectowire submittal sent to us by Phil Brisseli of Callahan Construction on June 19, 2014. We understand that this product will be used as a temporary protection in corridors of the un- occupied portion of the building as part of the fire detection system. Sprinklers in the corridors will not be active, but the remaining portion of the building will be fully sprinklered. Protectowire will detect heat along its length and initialize alarm condition in the building. If this product is installed in accordance with their listing, it will provide protection equal to typic F t -at detectors. �µOF MgS"Ylo • . per' G.' •EGORZ Crk G� : � B a _ 0 •Z Y � in FIRE PR• VIII rn No. '•1 To ,0'V I ‘,40 NG� 40 Greg Wozny, FPE Principal • 1090 Washington Street.Hanover,MA 02339•TeI 781-826-4144•Fax 781-924-5792•www.wbaengineers.com 161 Exchange Street.3"'Floor.Pawtucket,RI 02860 • SOUZA, TRUE AND PARTNERS, INC. STRUCTURAL ENGINEERS JOB VISIT REPORT To: Icon Architecture Date: January 15, 2014 38 Chauncy Street Boston, MA 02111 Attention: Michael Gardenier Project Name: Simpkins School Residences Inspection Date: January 14, 2014 Contractor: J.J. Welch Inspection Required By: Architect Principals Present: Michael Gardenier (Icon), Fred Stockton (JJ Welch), Terry Louderback (ST&P) Comments: On Tuesday, January 14, 2014, Souza, True and Partners, Inc. performed an observational site visit at the above-referenced project. The purpose of the visit was to observe the progress of construction and verify if it conformed to the Contract Drawings and Specifications. 1. Areas noted in the previous site visit (November 20, 2013) to be corrected were revisited. a. Items 1 , 2, 3, 5, 7, 10 have been satisfactorily completed. b. Item 4 had not yet been done. c. Item 6 was completed. However, the bearing condition of the short header that frames over the header above the skewed door opening could be directly observed. The short header must bear on the door header with at least 10 square inches of bearing area. To supplement the connection, angle connectors, such as Simpson Strong-Tie L90's should be added to each side of the LVL beam were it frames into the vertical wood element above the door header. Pad out the wood in the area of the angles with plywood over 2X's for a flush fit of the angles. Provide 10d nails in all nail holes on the angles. d. Item 8 had not yet been done. It is my understanding that the truss supplier will follow up on this item. e. For item 9, the contractor submitted a sketch showing how the ends of the steel beam rest on the CMU wall. This sketch represents a satisfactory bearing condition, although it appears that there are fewer bolts connecting the beam to the CMU than shown in the sketch. • f. Item 11 had not yet been completed. It is my understanding that the contractor will submit a sketch of their proposed corrective work for review. Icon Architecture Simpkins School Residences • Job Visit Report January 15, 2014 Page 2 of 2 2. New items: a. The triple LVL beam at the intermediate level framing at the southern end of the W27 steel beam in the northwest area of the pass-through was observed to have no connection to the steel beam (see the attached photo). The LVL beam was supposed to have been connected to the HSS column. A suggested connection detail is attached (SKS 102.4 and SKS 102.5). b. The permanent corner post and deck framing at the northeast corner of the addition are missing (see attached photo). Corner post and framing is to be installed. c. The projected portion of the ground floor stud wall along the west side of the pass- through area was observed to stop short of the underside of the intermediate level sub- floor (see the attached photo). The wall is to extend up to the sub-floor above. d. Several floor trusses had been headed off and reinforced apparently to accommodate plumbing lines (see the attached photo as an example). Submittals for the reinforced trusses will be reviewed by our firm and any comments will be returned to you in a separate memorandum. We did take a brief look at the submittal and did not find calculations or drawings for the new headers transferring loads from shortened trusses to header trusses. 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ICON MEMORANDUM architecture DATE: June 12, 2014 TO: Captain James Armstrong,Yarmouth Fire Department FROM: Janis B. Mamayek AIA RE: Partial Certificate of Occupancy for Historic Portion of the Simpkins School Residences The purpose of this memo is to outline the Owner's desired occupancy goals for the Simpkins School Residences. Your approval from the Yarmouth Fire Department is requested for measures taken to meet these goals as delineated below. The original general contractor is no longer on the project. The Owner has brought in • Callahan Construction inc to complete the work. ICON and Callahan have worked together on many projects including three successful adaptive reuse/historic renovation projects with the Stratford Capital Group. To allow the project to be completed in a proficient manner, Callahan has retained many of the previous subcontractors including those responsible for fire protection,fire alarm, electrical, and HVAC. Since their arrival, Callahan has been earnestly working to fully complete the construction of both the historic and new portions of the building.The historic portion is targeted to be complete in the next 3-4 weeks. Completion of the new addition will follow in an additional 60 days. The site will be partially complete when the historic wing is done yet portions will still be needed for construction use I storage.The completed parking areas will adequately provide separate areas for both the tenants at approximately a 1.5:1 ratio, and construction workers! storage.These areas are shown in Appendix A. To accommodate the partial occupancy of the building in the historic portion while construction in the new addition is being completed, a number of measures are planned. • To allow safe use and exit from the historic portion of the building, a temporary 1-hour rated wall will be constructed just north of stair SN-1 in the new addition. This wall will separate the historic portion from the majority of the new addition until the new addition is complete.The purpose of this wall is to create a fire- rated, barrier-free exit passage from the historic portion of the project. ICON architecture, inc. • All required fire rated assemblies,fire alarms, and fire protection systems in stair �Thirty Eight Chauncy Street oston,Massachusetts 02111 SN-1 will be completed to finish the fire-rated, barrier-free exit passage.A tel: 617.451.3333 temporary barrier will be installed at the bottom of the stair to prevent resident www.iconarch.com use of the stair.The exit passage is through the stair enclosure to the outside. • When work in the historic portion of the project is complete,the Cape Cod Commission will issue their partial Final Certificate of Compliance for this portion of the project and the design team will issue their partial construction control documents. Attached to this memo as Appendix A is a list of areas that will be covered under these partial construction control documents as well as plan showing their location within the overall building . At a meeting with project representatives from Stratford, Callahan and ICON on June 4th, 2014,Yarmouth Inspector Mark Gyrlls commented that with the partial Final Certificate of Compliance from the CCC,the partial control documents from the design team and the temporary construction in place as noted, he would see no reason to not issue a partial Certificate of Occupancy for the historic portion of the Simpkins School Residences, notwithstanding any concerns by the Yarmouth Fire Department. We respectfully request your review and agreement with the above approach such that the team can plan accordingly. Thank you. • • 0 Appendix A Spaces in historic portion of building included in partial Certificate of Occupancy • Units 101-110, 201-209, 301-307 • Existing Corridors C1-05, C8 • Rooms Al-A8, Cl, 01-12,existing attic • Stairs SX-1, SX-2 S • U I w v.. i\- I i o 1 jC I 7 MMa 1 1wA z. w . / • -❑ tea. a i �a . I \ i I /• ' I A.WIOW.Q 'i1n M>'A YVIItI. Dn1M1�O/.OE mu..OWE I Mt WV one, i..:tr-4 .1.,w,l) . :,. , , ___ It E�1I I I s>n,. ❑ e v _________i_ _. 1 OMT019 03510.0 al n.l..i a' �...i,e + Z �s. ___ I I 1 /x I c: 'i- :inn=gal I O I 1 c+.*,...�-�eee-e-e-e-ee-�'ao 1 ' . n 0,_mI. . .�. 17 I. IMiI y.� I 14`.' tAY[..KRIYis DORY r. cvrnv� *Oa - �� it 7 s, ,1V1 I I a I T � Q .. *"n"9 . ....., . I. `1�I�IL'� U U) t\6,34 Ci mEi-0i•Y 'G �`� 1 Ill �� III I o. S"t»6 Bwa w i f o I I �I , a . 20 • I r�` !aI i `i ` © i � t o' ' • r , QI f I _ _ ,y-fr ,' 0 I ' I 1 1 ' AO I I`r I I 1 t I 71:0113 at. I I I I I I , 1 ; I 1 I I 1 I 100 00, ....',.1-4.1.:1 W0.11040. .s's mi. 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' , '� S•XT TYP .. • \,,,._ , , . 1- At a EXSi. -- --- -- 1S' - 0, .�i.:ti .. ..� � l I� ` STS .J' i r PREP AREA VAULT 1 1 . VAKIsND !'-- of• I = 'n AS (STOR.) I- LOBBY TENT OF 1 • 51 50 49 ( i A8 1 WAIKOFFsg• �� a I. 1 © CARPET 1 II-:-.>• - •. I_ ,6.-I\' DATE .108 NO. 2/28/2014 26-130 • PROJECT Simpkins School Residences 134 Old Main Street South Yarmouth,MA • FIELD REPORT CONTRACTOR UT11,1 IY II Welch Wastewater WEATHER TEMPERATURE. Sun and Clouds 30's°F PRESENT AT SITE JJ Welch—Butch Crook Cc: Kelly Killeen, CHA CHA—Don Rose Time Onsite: 1:00 PM Site Activity: • Butch Crook was preparing for Squirt Test to be witness by the Town of Yarmouth Board of • Health as I arrived on-site. • The purpose of the squirt test is to determine if the pumps that dose the effluent leaching field are properly installed—that there is enough pressure and flow. The result of the squirt test is to see a"squirt" from the orifice at the end of the system at an expected height based on the sizing calculations. In this case, the calculations had a conservative resultant head elevation of 3.5' utilized with the requirement of at least 2.5' of water elevation as noted in the Title 5 Pressure Distribution Design Guidance dated May 24, 2002 from the Massachusetts Department of Environmental Protection. Inspection Notes: • Butch Crook noted that the squirt was not as high as expected and wanted to discuss o Butch turned on one pump and the squirt was only approximately 1.8'. With 2 pumps on, the squirt achieved the proper height o Butch and I talked about potential causes including incorrect installation,blockages in the force mains, additional length of pipe, incorrect hole pattern... o I informed Butch that I would do some research on the calculations and look at potential issues which may cause the squirt height to be shorter o Bruce Murphy and another person from the Town of Yarmouth BOH came to inspect the squirt test o Bruce asked questions about noise and gave the requirements for certification of the system required for approval including an as-built and certification from CHA and FR Mahony o See attached Memo and supporting information regarding squirt test results. • Butch handed me red-line markups on the construction plans and asked me to prepare as-built plans for the WWTP Page 1 of 3 o Butch provided swing ties for the location of the covers for the 2" dosing mains. III o See attached Memo and supporting information regarding the as-built requirements. • Venting for the Odor Control unit penetrated the sidewall of the building towards Main Street. • Work was being done for the back-up generator exhaust through the sidewall of the northern end of the WWTP Building • Butterfly valves for the air piping had not been installed at the time of inspection. • The air intake lines associated with the wastewater treatment blowers have not been completed at the time of the inspection. If you have any questions please do not hesitate to contact us via a-mail kkilleen@chacompanies.com SUBMITTED: _ Donald Rose(Project Manager) --» a Final Dosing Pump Station III iii - ,40:41 ,\ sememel Blower piping installation in process s. �s �,� � �' f,Y y„u f ** fxr� III Page 2 of 3 • Valve Chamber for final dosing tank—note that 2"pipe has been extended into the valve chamber and beyond all of the valves. citt :11 (451 f 1i1 1 • • Page 3 of 3 • • • The Simpkins School Residences 134 Old Main Street Yarmouth,Massachusetts PUMP/TANK NOTES: COS NTRUCIO T :n.__4, INSPFCTION REOUIREMEN TS 4...47.4i"w....�c.aK.ra FOR TANK .T 11 \-- ,,, g STRATFORD — —" ma-- . -GC ,— -. :- -., rare•...-0.1_ -Lal a ,r,.. F. wan r .... ....... �. . .,... .-- ~---"V"":4:1:41.-'`'X'71. J .... 0 -- - ..�...... ..,........... ICON ` A.OmO CAI t ON FINAL DOSING TANK ""•—^^"'-r^a .............. PLAN NEW tr...-a-Fail7.4:-.7-.14:r._>... COLA T _, . -COLM1TONi0 t I �`t-� a_. . , �i ill - _ — ,� _ Irl;' elA r1""' Ell%II •,.• ' 411. ....-c-J•Tv.t....3, — ----- • • a...m.t EII m.Km..aa • •Vil •• ' ..,..,...,,,......,n. i ""Mr SECTION A—A ' ® • — ••.,i _ ; eMnPEWrSET ` mu:-n� wso ZVAl 4E CHAA/BFR 5/16/. toouao& av ARK ONE eEeCAPTIM =V.::: &OWO GALLON FINAL DOSING TANK ...r C3I0 f1FVAF7ON NEW psoAcT Ho.:26-130 CRAM AP: CRSZ CHEMED :301 MOE,TIM WASTEWATER DETAILS C-310 A Rose, Donald From: Rose, Donald • Sent: Tuesday,January 08, 2013 9:10 AM To: 'Butch Crook'; Killeen, Kelly Cc: 'Mike Welch'; 'Justin Welch'; 'Leo'; 'Steve Schmalls'; 'Gordon Schaaf; Lundin, Mark; 'Michael Gardenier' Subject: RE: Simpkins tanks Finish grades Attachments: Simpkins Residences SKC-3 01-07-13.pdf Butch, Below are the responses to the other questions you asked during the meeting. If you have any further questions, please let me know so we can respond. The SAS manifold is to be 4" PVC for the effluent disposal system. The force main from the final dosing to the SAS manifold is to be 3" SDR 21. The floor drain from the treatment plant building must connect directly to the anoxic tank and have an elevation at or above 12. The connection should be proximate to the The vents for the anoxic tank should be 8", and the material for all vents is to be schedule 40 PVC. Attached is SKC-3 which has the rim elevations for the tanks. Thanks, • Donald Rose, P.E., Project Manager Culer Luluntonio., enc. i 101 Accord Park Drive I Norwell, MA • Direct: 781 7512 223R xen• 7S1.82D.5655 I E-mail: droseCalcol-col.com Corporate Website Facebook ! Linkedln From: Rose, Donald Sent: Tuesday, January 08, 2013 8:28 AM To: 'Butch Crook'; Killeen, Kelly Cc: 'Mike Welch'; 'Justin Welch'; 'Leo'; 'Steve Schmalls'; 'Gordon Schaaf; Lundin, Mark; 'Michael Gardenier' Subject: RE: Simpkins tanks Finish grades Butch, Thanks very much for your email. Just to make sure we are on the same page, Sheet C203 was updated via Addendum 6 (release date 10/11/12). I was working on the Rim Elevations to provide to you this morning but since you already supplied them, I reviewed yours. Yours are close enough to what I had. I will provide a SKC to cover the information formally. We will also provide the answers to the other questions discussed at the meeting. Thanks, Donald Rose, P.E., Project Manager Coler & Colantonio, Inc. I 101 Accord Park Drive I Norwell, MA 02061 Direct: 781.792.2238 I Cell: 781.820.56551 E-mail: drose(acol-col.com Corporate: Website I Facebook I Linkedln From: Butch Crook [mailto:butchcrook@ ijwelch.com] Sent:Tuesday, January 08, 2013 7:53 AM 1 To: Killeen, Kelly Cc: 'Mike Welch'; 'Justin Welch'; 'Leo'; 'Steve Schmalls'; 'Gordon Schaaf'; Rose, Donald; Lundin, Mark; 'Michael Gardenier' Subject: Simpkins tanks Finish grades • Kelly; While checking the detailing of the tank drawings, and as this item was discussed Friday, I have made the below determinations on the finish rim grades of the tanks based off of revised Sheet C-203 dated 8-4-11 so we can complete the shop drawings for review. Anoxic feed 16.00 Valve Chamber at feed tank 16.00 Anoxic equalization 16.40 8' Dia.Amphidrome 16.90 9000 gal clear well 17.50 In line Static mixer 17.65 3.5' Dia.Amphidrome 17.80 8000 gal final dosing 18.00 Valve Chamber at dosing tank 18.60 Please inform us if any of these grades are not consistent with the intent of the drawings so we may include them on the tank shop drawings. Also please forward the vent line sizing requirements and the floor drain location into the anoxic equalization tank as discussed at our meeting. Thanks; Butch • • 2 \o TOWN OF YARMOUTH �1 .s• "'i1 1146 ROUTE 28 S01:114 1'AR:?tOUTEI IASSACrit'SRTTS 02661-4451 ',^ MA77ACYf SI • ".`"•os Loo.6.6g' Telephone (508} 398-2231.Ext. 1241 Fax (508) 760-3472 -• BOARD OF HEALTH BOARD OF HEALTH APPROVAL March 28, 2013 Richard Hayden Stratford Capital Group 100 Corporate Place, Suite 404 Peabody MA 01960 RE: Title 5 Approval with Amphidrome Plus Reactor(3.5' Diameter) and Amphidrome Reactor (8' Diameter) Property Reference: 134 Old Main Street, South Yarmouth,Deed Book 26773 Page 96 Owner: Simpkins School Residences Limited Partnership Dear Mr. Hayden: This Department is in receipt of plans and specifications for the septic system construction at 134 Old Main Street, South Yarmouth. The septic system plans by Coler and Colantonio, Inc. are dated March 25, 2010. • The Board of Health held a meeting on January 24, 2011 and approved the request as shown on the plans: Yarmouth Sewage Discharge Permits Health Regulation - Sewage Flow of 2,000 Gallons a Day or Greater: Proposed 65 unit (total 89 bedrooms) Over-55 Housing Complex - "Simpkins School Residences" - with a design flow of 9,750 gallons per day. An Amphidrome Reactor (3.5' and 8' diameter) alternative septic system is proposed under DEP General Use Approval (Transmittal #W106451, dated October 7,2007)with additional Total Nitrogen monitoring. The conditions are as follows: 1. A minimum of three (3) downgradient and one (1) upgradient multi-level wells shall be placed on the property. Groundwater flow direction will be determined from the USGS (1987) Water Table Map and from site specific observation wells where necessary. Wells will be constructed of two inch threaded flush joint PVC with locking caps. Ground water samples will be obtained on a quarterly basis using standard sampling procedures. Water samples will be tested by a State certified laboratory quarterly for nitrate- nitrogen, ammonia-nitrogen, Kjeldahl nitrogen, total phosphorus, chlorides, specific conductance and annually for volatile organic compounds (EPA Analytical Procedure 624) for the first three years of operation. The frequency of sampling will then be re-evaluated by the Board of Health. 2. Throughout its life, the Amphidrome Plus Reactor (3.5' Diameter) and Amphidrome Reactor (8' diameter) shall be under an operation and maintenance agreement with a certified operator for a minimum of one (1) year. A signed copy of the most current contract must be on file at the Yarmouth Health Department and the Barnstable County Department of Health and the Environment(BCDIIE) at all times. Page 1 of 2 3. The monitoring program for the wastewater treatment system will include maintenance and field • testing quarterly per year in accordance with DEP Policy/SOP/Guideline ##BRP/DWM/PeP-P06-1. The following parameters shall be monitored: pH, BOD5, and TSS and Total Nitrogen and total water usage. Copies of the quarterly testing reports are to be submitted to the Health Department and BCDHE within thirty (30) days of the sampling date. Data provided to the BCDHE must be provided in a format acceptable to BCDHE. 4. Certification of the septic system and submission of an "As Built Plan" of the locations of septic system and monitoring wells by your design engineer and certification of the Amphidrome installation by the Amphidrome consultant to the Health Department is required along with an executed and valid Operation and Maintenance contract. Please feel free to contact me if you have any comments or questions on the above. I can be reached at the Health Office, 508-398-2231, ext. 1241, Monday through Friday, during the business hours of 8:30 a.m. to 4:30 p.m. Sincerely, Bruce G. Murphy, R.S., C.H.O., MPH Health Director BGM/avh • cc: Donald Rose, P. E., Coler and Colantonio, Inc., 101 Accord Park Drive, Norwell MA 02061 File • Page 2 of 2 0.444.7;t• 5F %1 /kV, • [5;1 MEMORANDUM TO: Michael, Gardenier, ICON Architecture, Inc. FROM: Donald Rose, P.E. CC: K. Killeen, P.E. SUBJECT: WWTP As-Built Requirements Simpkins School Residences DATE: March 10, 2014 Mr. Crook (JJ Welch) submitted a "red-lined" mark-up of a set of plans and indicated that CHA was to prepare the "as-built" for the WWTP to deliver to the Board of Health. This does not meet the Contractor requirements for the as-built of the system per the specifications. Per specification Section 02530 Sanitary Sewage Systems, Section 1.06 Submittals B.2 A record As-built drawing of the sanitary sewer system is required. The Contractor shall engage a licensed Professional Land Surveyor to perform necessary surveys of the system to develop As-Built drawings. Also note the Board of Health Approval which contains condition 4. Certification of the septic system and submission of an As Built Plan of the location of septic system and monitoring wells by your design engineer and certification of the Amphidrome installation by the Amphidrome consultant to the Health Department is required along with an executed and valid Operation and Maintenance contract. Per Title 5 (310 CMR 15), 15.021: Certificate of Compliance (3) Within 30 days of the final inspection of the system and prior to the issuance of a Certificate of Compliance, the Disposal System Installer and the Designer shall certify in writing on a form approved by the Department that the system has been constructed in compliance with 310 CMR 15.000, the approved design plans and all local requirements, and that any changes to the plans have been reflected on as-built plans which have been submitted to the Approving Authority by the Designer prior to the issuance of a Certificate of Compliance. The as- built plans shall be prepared in accordance with 310 CMR15.220 and, at a minimum, shall reflect any changes to the approved design plans and show the exact location and elevation of all system components. • Although the section goes on to say that, "as-built plans are required to be submitted to • the Approving Authority only when changes have been made to the approved plans.", since the Spec and Approving Authority (Yarmouth BOH) required an as-built, then it is the requirement of the Contractor to provide an as-built. • • . • irdi.40 ONidlci dLA&4 au.. ,..s ',.._ nLi tf,i.o43 .." , ; ntni 40(4)0,1/41./ 1 . ,- .,..,,....44 kn. \..............,...... , : ' \ i ila.Il 11.• A OA \ ! 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RAW SEWAr'1ECLff L61L 0}11L l}P •,.....• ,..• $•,y'X 70V AJIMORCEEF Rx5C11iP HYDRAULIC PRQFILF COLER S. COLAN TONIC 3 --—-o.a•lucs Am z.1011,51, • • ro..,...,0,,,:-,.. /. _ •� r+..a - wa« •a,a• LER130.4.5(MAW 88) .,.�. ° <( �= +wD k `IJ11� - AS BUILT _ SEWAGE TREATMENT SYSTEM --.1.-9 0..-. i - i .."•-' -- I -x --'7.04`t HYDRAULIC PROFILE `` r`- u' """° v ' FOR SYSCO DISTRIBUTION 1 >,4-44., M w�, - 1 (+<'v —;'-'47,'..!'""'''-'"'- DAL E uuvaefl FACILITY m-r wF wain i awaFg D FREEDOM TRAIL fg,.,�,x e t•7-7 f r,�-j : , PLYMPTO , MA > z �•ar. R tjs N . w •n.aD ,, PREPARED FQIZ_ D DOD GALLON c I ARMTI� ..0'0.40917; Iii»� BEAK BUILDING GROUP 4 AI gIA Puts qmn PAH r1,1 uv yrs TALIK 201 E. McBEE AVE, SUITE 400 =`P" GREENVILLE, SC 29601 DATE AM II.2012 • 4UD>./DEAL.L Dal HYDRAULIC PROFILE CHEM ca/OC AB-2 Wale Hot TO Scat MO Nu_••••asa.a«. 1314EI 2 6 • • • 0 • FLLY_LaL011,,,,L._ T. DATE — — -— _ r;FNERAL WIE Eta1.214. 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SCALE NOT TO WAD tEsu DIET DO,Dom ED-VALETI•E 1ST.,0cva / E ITASVE ITAS RECEIVED engineers _ FEB2014 Innovative Structural Engineering • BUILDING DEPARTMENT By QUALITY ASSURANCE INSPECTION REPORT FIELD REPORT NO: 3 Project: Simpkins School Contractor JJ Welch Client James J.Welch&Company Date 1-24-14 Present at Site: Fred Stockton Weather/Temperature Sunny/35°F WORK IN PROGRESS 3.1 All truss repair is completed. 2x6 ladder framing not installed at all units. Framing will be installed after plumbing is complete. 3.2 Units 211,218,217,216,215,219,222 and 224 are complete and accepted. ACTION REQUIRED / ITEM TO VERIFY • 3.3 Unit 310 Complete 3.4 Unit 311 Wrong truss fix installed.Provide F02 truss repair fix. 3.5 Unit 313 Complete 3.6 Unit 315 Complete 3.7 Unit 317 Complete 3.8 Unit 318 Complete 3.9 Unit 320 Complete 3.10 Unit 321 Complete Robert Guay,PE Reviewed by Structl:al End eering•Building Science•StnicturalInspectigas•Design/Build • Vedas and Vedas Engineers, Inc. ail Gra.tite Street•h,au:tree. h111 02184 •T_; 781-843-2863 • F: 781-849-2065 •rvra.veitar.com COLER • CDLANTONIO Z DATE .1013 NO. ._- 3/13/2013 26-130 PROJECT Simpkins School Residences 134 Old Main Street South Yarmouth,MA FIELD REPORT CONTRACTOR UTILITY Sewer WEATHER TEMPERATURE Clear and sunny 540 F PRESENT AT SITE Coler& Colantonio—Kevin Russ CC: Kelly Killeen Time Onsite: 2:30 PM Site Activity: • JJ Welch installed two components of the Amphidrome Wastewater Treatment System; the 8,000 gallon Final Dosing Tank and the 9,000 gallon Clearwell. • .1.i Welch installed the Anoxic Feed Tank in the courtyard area in between the existing and the proposed buildings. • Photographs were taken and observations were made in the field If you have any questions please do not hesitate to contact me via e-mail kkilleen@col-col.com SUBMITTED: For Kelly Killeen (Project Manager) • Page 1 of 2 46. • woutt ! a. ' 8,000 gallon Final I)osin Tank with both risers installed. ` : E 1 * .` ii.iiI. Jii4t ;iii: g ii. PP4_�. • i Losi...----... I ;...:,_ „, l. , ,.. --1., .. ... it...vy, ,.,,, ......, :-..,„pi- .. �`R0,'�r4 met �',- j ., •h' r „Y"Y.li F Ti e . rY",sii. ,�� - ! et :;.ild=CJI v * r I�r -4 .z': :r n fJl1 0.!% {rte ' tea. s, .±r;r_. .�. a .1 +� - 9,000 gallon Clearwell with one hatch riser installed. i '• f i, �� / , -,.'o' ...., . ..., K. '1r ,:. T Anoxic Feed Tank located in the courtyard. W.'', w 5 . i)I '•4.. e1 • . , , Page 2 of 2 COLER �. • L OLANTOn IIO Z DATE Jo NO. v 1 1 v 413_/2013 26-130 rrvc;inn+.+s At, �N11.91-9 PRO.IECT Simpkins School Residences 134 Old Main Street South Yarmouth,MA FIELD REPORT CONTRACTOR UTILITY Sewer WEATHER TEMPERATURE Clear and sunny 45° F ('RESENT AT SITE Coler&Colantonio—Kevin Russ cc: Kelly Killeen Time Onsite: 12:30 PM Site Activity: • JJ Welch installed one pipe length of UG-2 on the western edge of the system. • The water table had dropped considerably making excavation favorable. • Photographs were taken and observations were made in the field If you have any questions please do not hesitate to contact me via e-mail kkilleen@col-col.com SUBMITTED: For Kelly Killeen (Project Manager) • Page I of 2 • .� mo ., UG-2 with one pipe length installed,crushed stone fill and filter fabric.STC#1 and DMII#1 are installed in the — — ••••• 4 • "• - ate' top left of the photo. J • !1 fir j ~, Another view of UG-2. d^ 1 .. . [ ' .fir, -- -ems.- „icigo, Of ;'',,�tl,'N"y •T . 1 `ti , 'fly 0 Page 2 of 2 COLER• � COLANTONtO ?!ilEr4nFirs 1).1. 1013 NO. 4/9/2013 26-130 PROJECT Simpkins School Residences 134 Old Main Street South Yarmouth,MA LFIELD REPORT CONTRACTOR t1TILrrY JJ Welch Drainage WEATHER TEMPERATURE Clear and sunny 67°F PRESENT AT SITE Coler&Colantonio—Kevin Russ cc. Kelly Killeen Time Onsite: 1:00 PM Site Activity: • JJ Welch installed another pipe length of UG-2. • JJ Welch began to backfill the utilities inside the western most section of the proposed • building expansion in preparation for the pouring of the concrete slab. • Photographs were taken and observations were made in the field If you have any questions please do not hesitate to contact me via e-mail kkilleen@col-col.com SUBMITTED: For Kelly Killeen (Project Manager) • Page 1 of 2 • 1JG-2 installed to its current position,the concrete debri pile will be removed further to accommodate for the next Y a M..; section. ; _'�' "hl • 1111P.91.116, ...� - ' The construction crew backfilling,leveling and compacting over the newly installed utilities inside the ' - proposed structure. • A' 0912013 13'15 • Page oft COLER & • COLANTONIO ? DATE JOB NO. _=— = 4/24/2013 26-130 PROJECT Simpkins School Residences 134 Old Main Street South Yarmouth,MA FIELD REPORT CONTRACTOR UTILITY JJ Welch Drainage WEATHER TEMPERATURE Overcast 52°F PRF:SI r.VI'SITE Color&Colantonio—Kevin Russ cc: Kelly Killeen Time Onsite: 1 1:00 AM Site Activity: • JJ Welch finished installing UG-2 and was bringing the area to subgrade with reclaimed material. • • The 8' amphidrome has some water, sand and other debris in it that should be removed before the system is put into operation. • Photographs were taken and observations were made in the field If you have any questions please do not hesitate to contact me via e-mail kkilleen@col-col.com SUBMITTED: For Kelly Killeen (Project Manager) • Page 1 of 3 i UG-2 completely installed. ,.ter • • Wastewater treatment building with interior piping 4' k :�% w being laid out and installed. .111 Il 1 1: 1.1 4110 •L. h „\ • ^off. 1 Page 2 of 3 S d 8' Amphidrome will need to be cleaned of water,sand and any other foreign materials before being put into operation. 111.11111111, ‘0,a r 46-1111. y •' r rye pJ'a N ..r.. M-: • • hags 3 of 3 1 COLER E. • COLANTONIO zDATE °B 6/20/2013 26-130 PROJECT Simpkins School Residences 134 Old Main Street South Yarmouth,MA FIELD REPORT CONTRACTOR UTILITY JJ Welch Drainage/Site WEATHER TEMPERATURE Sunny 76°F PRESENT AT SITE, Coler&Colantonio—Mark Lundin cc: Kelly Killeen JJ Welch—Butch Crook Time Onsite: 12:15 PM Site Activity: • There was not much site work taking place as it was lunch time. • Concrete spoils were observed in the area of the wastewater treatment building. • • There was a portion of the wastewater treatment plant footing that appeared to be undermined. • Permeable Paving areas had some growth in terms of grass, but not sure if the area is being irrigated. • The roadway areas should be swept especially where construction equipment enters and exits the work areas by Old Main Street. If you have any questions please do not hesitate to contact us via e-mail kkilleen@col-col.com 7110.,e, �.. SUBMITTED: For Kelly Killeen (Project Manager) S Page I of 3 • Wastewater Treatment Plant Area a' , Ill ''' (i,T iIt ► `'4 JJ Wastewater Treatment Plant Building Foundation. `� • It was observed that a portion of the footing was undermined. • Concrete spoils were observed by the foundation. • . 1 . ii: ts' ' - , . ' isiti - 'IT 4 i,' • I` P Permeable Paving Area • Page 2 of 3 '';/- . South West Driveway 7 y 7 / til J=� .:�rany a • 11F .t"' :' South East Driveway 1 , -mow. O . . %e Page 3 of 3 • DATE JOB NO. 6/20/2013 26-130 TECH SERVICES LLC PROJECT Simpkins School Residences 134 Old Main Street South Yarmouth,MA FIELD REPORT CONTRACTOR UTILITY JJ Welch Drainage/Site WEATHER TEMPERATURE Sunny 76°F PRESENT AT SITE CHA Tech Services—Mark Lundin Kelly Killeen JJ Welch—Butch Crook Time Onsite: 12:15 PM Site Activity: • There was not much site work taking place as it was lunch time. • Concrete spoils were observed in the area of the wastewater treatment building. • • There was a portion of the wastewater treatment plant footing that appeared to be undermined. • Permeable Paving areas had some growth in terms of grass, but not sure if the area is being irrigated. • The roadway areas should be swept especially where construction equipment enters and exits the work areas by Old Main Street. If you have any questions please do not hesitate to contact us via e-mail kkilleen@col-col.com '1/1 k,Ok ' & SUBMITTED: For Kelly Killeen (Project Manager) • Page I of 3 • "t , Wastewater Treatment Plant Area i .Vw,F""x; S.'. ,' c v__ • ,1 ' Wastewater Treatment Plant Building Foundation. L''.-.. ,;. ...,...•` • It was observed that a portion of the footing was •-- _:. undermined. • Concrete spoils were observed by the foundation. • Permeable Paving Area • Page 2 of 3 • r > • • south West Driveway lkef , p 4 / • 7/ • y ^' '' ' South East Driveway st Nog T. • • Page 3 of 3 C+1/4• U:k'1'P: JoB No. 7/15/2013 26-130 TECH SERVICES LLC PROJECT Simpkins School Residences 134 Old Main Street South Yarmouth,MA FIELD REPORT ('ON I RACTOR I.'I'II.If\ JJ Welch DrainagciSitc WEATHER TEMPERATI'RI Sunny 89° F PRESENT'AT SITE CHA Tech Services—Kevin Russ (4.: Kelly Killeen .IJ Welch Time Onsite: 12:15 PM Site Activity: • The proposed main electrical conduit duct bank has been excavated and filled with concrete up to the main building. • • All underground drainage systems have been installed as stated by a project manager on site. • The 8' Amphidrome was almost completely full of stormwater runoff and construction debris. The 3.5' Amphidrome Plus was observed to be partially full of stormwater and runoff. Construction debris were seen floating inside the structures. Both structures need to be cleaned of all silt, sand and miscellaneous debris prior to being put online. If you have any questions please do not hesitate to contact us via e-mail kkilleen@col-col.com SUBMITTED: For Kelly Killeen (Project Manager) • Page 1 of 3 , • . • 8' Amphidrome full of stormwater runoff and '1\11,111 construction debris. a„ aY : Sedimentation washout leading to the Amphidrome Plus ,.-- , ,',, ., (Plywood covering the manhole). , rK. r III .,, ,. • ..._ . . •,..._ ... ... . ,. .. Y _, , ... . • •=.... ......„ . .. .... ._ ‘ , .. - _ ---.--,,...--„.„..._-_,._. .._______ ............., -....---.--7.- ‘- ,- • Page 2of3 0 Amphidrome Plus has begun to fill with stormwater runoff. anr. 41.r.. • tr,. I 1 li, ' !1- N III s 1r "J Concrete encased electrical conduit. • �5%: y 1111{i •l - . 'tl . . lig . ,A, • Page 3 O 3 DATE JOB NO. 10/30/13 26-130 PROJECT • TECH SERVICES LLC Simpkins School Residences 134 Old Main Street South Yarmouth,MA FIELD REPORT CONTRACTOR UTILITY LI Welch Drainage/Site WEATHER TEMPERATURE Sunny 45°F PRESENT AT SITE JJ Welch—Butch Crook CC: Kelly Killeen Time Onsite: 10:30 AM Site Activity: Arrived on-site and attended the end of the Construction Meeting. Items mentioned in the meeting: • Barberry bushes for moat areas by walls o Need to confirm what bushes meet the Cape Cod Commission requirements • • Control panel location for Anoxic Feed tank o Michael (Icon) ok with location discussed, noted that control panel cannot be directly attached to hardiboard. • Sloped walk discussion o Alternative to sloped granite o Discussed vertical curbing on low side by sidewalk by street and backfill with stone o To discuss with Kelly (CHA) before giving a formal replay • Catch basin in the middle of drive o Butch suggested abandoning as all other connections to Town drainage had been removed o Would require the CB rim and frame to be removed and structure to be filled o There would be a top coat of pavement over the structure. Inspection Notes: • Welch had pulled back the soil by the proposed wall extension • Curbing and concrete sidewalks had been installed in most locations • Currently raising structures in anticipation of paving to be likely next week • Media for Amph and Amph+onsite in front yard • WWTP Building/Tanks o Full of items that are not related to WW works o Wood stumps and by WW Building to be removed as well as other refuse o No further work was evident on the WW tanks • Page 1 of 3 • If you have any questions please do not hesitate to contact us via e-mail kkilleen@chacompanies.com SUBMITTED: Donald Rose (Project Manager) 1111 1.81 0 • ` . Concrete sidewalks and curbing complete NAW Buildim2,and tank covers 411 Page 2 of 3 • kik Concrete sidewalk and ramp • Electrical in front of building S Page 3 of 3 DATEIOR\O. 11/25/13 26 1 ,n PROJECT TECH SERVICES LLC Simpkins School Residences • 134 Old Main Street South Yarmouth,MA FIELD REPORT CONTRACTOR UTILITY JJ Welch Drainage/Site WEATHER TEMPERATURE Sunny 35° F PRESENT AT SITE JJ Welch—Butch Crook CC: Kelly Killeen Time Onsite: 11:30 AM Site Activity: Arrived on-site and attended the end of the Construction Meeting. Items mentioned in the meeting: • Landscape sketch o Provide revised sketch for 3 to 5 bushes as discussed with ICON • Inspection Notes: • Landscaping including trees and hydroseeding had been completed o Note that cold weather may prevent seed from germinating o Site is mostly stabilized • Parking lot needs to be swept and cleaned prior to paving of final coat • Structures raised in anticipation of paving to be complete next week • Media for Amph and Amph+onsite • WWTP Building/Tanks o Items stored to be installed in tanks o No electrical work has been completed at this time o No further work was evident on the WW tanks If you have any questions please do not hesitate to contact us via e-mail kkilleen@chacompanies.com SUBMITTED: Donald Rose (Project Manager) • Page 1 of 3 c xn". : [LFI k • . y b .._—_: 'ie IRO k —a J Q L 110' . ii!!1 , O = N s70 no U Ill r F'r See 0 ! -♦ F•, • y � 3 / -1.- --LT Iii!1. _ T • 19 ,3, t • 1 • 0 0 • f73 ALT: eii�i If • 7"--* • F�Ej� E}iii ■Y%Q iil 'f� R; iP1 H � fiI MI nil Pi II y Jilt? .�►a �fID + � EiEE Hil l rt . 1111.1.11.11 1111111. Landscaping in Front of Building .4197 - s . w , t Fencing for Abutter • Page 3 of 3 CH1V DATE JOB NO. 12/4/13 26-130 PROJECT • TECH SERVICES LLC Simpkins School Residences 134 Old Main Street South Yarmouth,MA FIELD REPORT CONTRACTOR UTILITY JJ Welch Drainage/Site WEATHER TEMPERATURE Sunny 25° F PRESENT AT SITE JJ Welch—Butch Crook CC: Kelly Killeen Time Onsite: 9:20 AM Site Activity: Arrived on-site and attended the end of the Construction Meeting. Items mentioned in the meeting: • Discussion regarding removal of excess material from on-site • Fire alarm required in WWTP Building • Dec. 14`h building to be ready for cookie stroll • BOH witnessed Anoxic tank work on 1 1/29 • Note that As-built to be completed by Welch and then reviewed by CHA Inspection Notes: • Landscape sketch • Work being completed in Anoxic Feed Tank If you have any questions please do not hesitate to contact us via e-mail kkilleen@chacompanies.com SUBMITTED: Donald Rose (Project Manager) • Page 1 of 3 • %, Y 1^i . agaApra. .eYy Installation of Bean 'T e t r w , Prepping for top coat asphalt paving • �..x X43 cn • {. 14\jr • Prepping for top coat asphalt paving Page 2 of 3 • IN n .1, r . Repair of concrete sidewalks M � • Repair of concrete sidewalks • Page 3 of 3 CF114 DATE, JOB NO. 12/6/2013 26-130 PROD EC1' • TECH SERVICES LLC Simpkins School Residences 134 Old Main Street South Yarmouth,MA MELD REPORT CONTRACTOR l"1'II,1TY JJ Welch Wastewater WEATHER "TEMPER ATL:RE Showers 48'F PRESENT AT SITE JJ Welch—Butch Crook CC: Kelly Killeen Time Onsite: 1:45 PM Site Activity: • JJ Welch (JJ) was using a front end loader to unload a delivery truck in the parking lot. • The crew was working on installing electrical conduits and 4" PVC odor control duct. • Butch from JJ Welch stated that they finished top course paving this morning. • • Numerous trades were working in the building. Inspection Notes: • Numerous pavement defects were observed (puddles, poor pavement joints, poor paving around castings, etc.) • A roll off dumpster was observed resting on the new pavement. • No work was taking place inside the wastewater treatment building. Butch from JJ Welch told me that they have the interior components but haven't installed them yet. • Minimal amounts of wastewater tank components have been installed (pumps, rails, media, floats, etc.) If you have any questions please do not hesitate to contact us via e-mail kkilleen@chacompanies.com 711 6LA SUBMITTED: Mark Lundin (Project Manager) • Page I of 3 ... • _ , „.. • -- i. w • Puddles in new top course pavement t H • Puddles in new top course pavement Rte.- • Dumpster resting on the new top course pavement A .., / I.2r. .. de,....._. • 141,8808 • Puddles in new top course pavement • Page 2 of 3 • ry • Poor pavement cold joint x. t tir ! =;! ;: • Poor paving around clean out castings - teA x • Odor control duct being installed. /41,/%14401k, • Page 3 of 3 • mati , Architect's Field Report ICON Simpkins School Residences FIELD REPORT No. 001 CI OWNER 134 Old Main Street ARCHITECTS PROJECT No.:20909 ❑ ARCHITECT architecture Yarmouth,MA LI CONSULTANT CONTRACT: ❑ FIELD General Construction ❑ DATE TIME: WEATHER: TEMP RANGE architecture December 19&20,2012 2:30 pm&8 am Mostly Cloudy,light rain 41° PERCENT COMPLETE: 6% urban design PRESENT AT SITE: General Contractor(JJW);Demo(MJ Environmental);Concrete(Superior Concrete);HVAC(National);Fire Protection(Platinum);Demo(Barber Drywall);Testing(UTS); environments WORK IN PROGRESS: preservation 1. Concrete Pour,Foundations at courtyard side of new addition. 2. Existing Building Demolition at gym;removal of floor framing 3. Framing,HVAC(duct work),Fire protection on-going OBSERVATIONS: 1, Mock-up new grout at existing masonry— 2. Water damage and cut framing members at upper level floor deck and framing(prior restrooms)of existing central masonry building.Structural evaluation needed. • V :.. ate{ • a. Stud framing underway at exterior wall of existing masonry building;noted as inconsistent with required detailing for air space and continuity of insulation. ICON architecture. inc. 38 Chauncy Street Boston,Ma 021 1 1 tel: 617.451.3333 fax 617.451.1328 • www.ICONarch.com Page 1 of 2 o n n • oO amt �ess++r�� .. w n 0 - _3 LA - _' . • 7 a -.r �._x ` `licca `- W.. . ,wi..:- T m m m m r n , ao - 1 3 ./' • O O � '_. 'i9I . A s : U 3 3 0 . r.1` r . 1117/.6co la thirp3 o m Qi r c` rt 3 . na • , i -\.. Z 7, fD S i!i x y �. - d 7 n. Nill -°/, S a N m p fl i9 — G� - A t. 1 t , • ii10 O 3 n in 3 , oo - v H i t ;t N 7ik- ii} .4 -t 0 • 0 • Architect's Field Report 0 Simpkins School Residences FIELD REPORT No. 003 ✓ OWNER IN 134 Old Main Street ARCHITECT's PROJECT No.:20909 ✓ ARCHITECT architecture Yarmouth, MA ✓ CONSULTANT CONTRACT: ✓ FIELD General Construction ❑ DATE: TIME: WEATHER: TEMP RANGE: May 29,2013 9:30 am Partly Cloudy 700 PERCENT COMPLETE: 44% PRESENT AT SITE: General Contractor(JJW);Concrete(Superior Concrete); HVAC( National); Fire Protection(Platinum); Drywall(Barber Drywall); Electric(Bayside);GPH (plumbing) WORK IN PROGRESS: 1. Drywall/Framing: layout and boarding, in existing building-all floors. 2. HVAC(duct work), Fire protection,electrical wiring: on-going in common spaces and units. OBSERVATIONS: 1. Condensers on existing roof do not seem to be installed per documents(min 10'from roof edge as presented to NPS). 2. Pit at WWTB observed to be 1.5"at max depth not 6" per documents. 3. Slab at gym area observed to be not level with adjacent new building slab. 4. Required structural repair for missing concrete beam at SN-2 still not resolved. • ICON architecture,inc. Report By: Janis B Mamayek and Michael Gardenier Distribution: E-mail Richard Hayden,SCG E-mail Gordon Schaaf,DTI E-mail Justin Welch,JJW E-mail Leo Cunningham,JJW In-house File,ICON architecture ICON architecture, Inc. 38 Chauncy Street Boston,Ma 02111 tel: 617.451.3333 fax:617.451.1328 • www.ICONarch.com Page 1 of 3 • 1111 ... i W Hi, i _ illw �- . . � � . r ITEM 1(condensers in rear of photo) • • � • • 1 • 11111, • Y . ITEM 2 • Page 2 of 2 r,1 ,J 0 r+1 1:3V.0 C6 CL w... / • k ,t IMMO eftsgawameaser e--.40 ' A" •A z . ,,....... , ' surimemmem ::::.:Z-fj . • ..:..,.4-- I 44-- _ . . . . :;.71., f.. 7i-r..'--.' . , ..?....7,..- . -:41.,.... . . ' 1 n . . ' • . -•'.. )1 ,,.,.. . I .1 i ,.: .....d.faij , . _.„------ ---- -- ,r--' ,.- 1 ...0••••10•01......6.-. . , , • I 5, • - t. , ' • I. Ao4 . t ,-± . • • J 0 • Architect's Field Report Simpkins School Residences FIELD REPORT No. 002 ✓ OWNER ICON 134 Old Main Street ARCHITECT's PROJECT No.: 20909 ✓ ARCHITECT architecture Yarmouth, MA ✓ CONSULTANT CONTRACT: ✓ FIELD General Construction ❑ DATE: TIME: WEATHER: TEMP RANGE: February 20,2013 8:30 am Mostly Cloudy 35" PERCENT COMPLETE: 14% PRESENT AT SITE: General Contractor(JJW);Concrete(Superior Concrete); HVAC( National); Fire Protection(Platinum); Drywall(Barber Drywall); Electric(Bayside); Civil Eng(Coler&Colantonio);Structural Eng(STP); Mechanical (WBA); Energy Star(Home Energy Star Raters) WORK IN PROGRESS: 1. Drywall Framing: layout and boarding, in existing building-all floors. 2. Pouring of last of New Addition footing and stair haunches 3. HVAC(duct work), Fire protection on-going,electrical wiring: common spaces and units OBSERVATIONS: 1. At existing boiler room infill-water was observed weeping down interior face of existing foundation wall at numerous locations from behind the installed green board • 2. It was noted by Bruce Torrey of Home Energy Raters that there was a possible air barrier issue at the rim joist at all floors of the existing building as well as a at the top and bottom of the rigid insulation behind the metal studs at the existing building exterior wall. 3. Roofing debris was observed in neighbor's yard across the street from the project. 4. Existing building systems to be removed were seen throughout the building. ICON architecture,inc. Report By: Janis B Mamayek and Michael Gardenier Distribution: E-mail Richard Hayden,SCG E-mail Gordon Schaaf,DTI E-mail Justin Welch,JAW E-mail Leo Cunningham,JJW In-house File,ICON architecture ICON architecture,inc. 38 Chauncy Street Boston,Ma 02111 tel: 617.451.3333 fax:617.451.1328 Swww.ICONarch.com Page 1 of 1 II SOUZA, TRUE AND PARTNERS, INC. STRUCTURAL ENGINEERS • JOB VISIT REPORT To: Icon Architecture Date: June 17, 2013 38 Chauncy Street Boston, MA 02111 Attention: Michael Gardenier Project Name: Simpkins School Residences Inspection Date: June 12, 2013 Contractor: J.J. Welch Inspection Required By: Architect Principals Present: Michael Gardenier (Icon), Gordon Schaaf (Design Technique), Terry Louderback (ST&P) Comments: On Wednesday, June 12, 2013, Souza, True and Partners, Inc. performed an observational site • visit at the above-referenced project. The purpose of the visit was to observe the progress of construction and verify if it conformed to the Contract Drawings and Specifications. 1. The specified reinforced concrete beam at the CMU stairwell opposite the elevator shaft in the western part of the addition (see note on drawing S-102) was not installed. Instead, the beam was reported to have been built as a CMU bond beam. As built, the condition is not acceptable and must be reinforced. Due to the large bending moment and end reactions, a wood beam or"Flitch Plate" beam of reasonable depth (< 24") will not provide the required capacity. We recommend that either an HSS 16 X 8 X 3/8 or W16X45 steel beam be installed under the CMU soffit and be supported by HSS 5 X 5 X 5/16 steel posts at each end positioned under and welded to the beam. The posts should be supported on 7/8 inch thick X 7 inch wide X 9 inch long base plates fastened to the concrete with two 5/8 inch diameter threaded steel rods set 5 inches into concrete using the Hilti HIT HY 150 anchoring system (see the attached sketch). As discussed on site, the entire stairwell has a thickened slab under it so that the new posts will be properly supported on adequate foundations. 2. The southern end of the triple 1%" X 18" LVL intermediate level beam in the western part of the addition was observed not to have been installed in accordance with sketches SKS-102.2 and SKS-102.3 darted 3/12/13. The end of the beam was observed to be offset several inches (4 inches +/-) from the web of the W27 steel beam (see attached photo #107). Further, I was informed that the building inspector will not accept the notch in the beam'as shown on the sketches even though this is acceptable from a structural engineering perspective. The G.C. should submit a sketch for our review showing how they intend to correct the current condition. • Icon Architecture Simpkins School Residences Job Visit Report 6/17/13 • Page 2 of 2 3. The triple 13/x" X 11 7/8" corridor beams east of the CMU stairwell and elevator shaft in the western part of the addition were observed to be supported on built-up multiple 2 X 6 posts rather than on hangers attached to supporting beams as shown on Drawing S-102 (see attached photos#108, 109. 112, 113, 114 and 115). This is acceptable provided that 1) the beams are nailed to the floor framing and posts to prevent movement of the beams, 2) the plies of the posts are fastened together per Code and 3) the posts are supported on thickened slabs per SECTION 2/S-200. The G.C. should confirm that the posts are supported on thickened slabs. Note that the condition for the two posts at the exterior wall are not shown as thickened slabs on Drawing S-101, although the G.C. indicated that they are on thickened slabs. 4. Anchor bolts had not been installed along the sills of the interior structural walls. Anchor bolts shall be installed per the drawings. 5. Hold-down anchors at shear walls were not observed. Hold-down anchors shall be installed per the drawings. 6. 5/" X 51/4" PSL post(s) at the loft area in the old gymnasium where observed to have been built in a segmented manner near the top (see photo #125). In order to provide stability for the posts, Simpson Strong-Tie TP47 tie plates should be installed (with their longer dimension oriented vertically) on at least three sides of the post(s) at the splice with 31/2 inches of the plates above and below the joint. Fill at least half of the holes above and below the joint with 8d X 1 Y2" nails. 7. The triple 1%' X 9W' LVL beams at the western alcoves had not been installed per Drawing S-102 (see photos #126, 127 & 128). These beams shall be installed per the drawings. This report represents items personally observed and/or discussed with the names present at the site on this date. The Contractor must bring all field changes/deviations from the Contract Documents to the Architects attention. SOUZA TRUE & PARTNERS, INC. kL__ Terry A..Louderback, P.E. President SOUZA, TRUE 176 N7. /1o9's sHEETNO 5k5..5Ia, . AND PARTNERS, INC. 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".. --- .. 1. . ." . -: . - . . . ....- - . ----- ---•-••. -- • .- .. - I . .. i 1-• 7.--,' 1: 1 .------ __. .• - - .-I -.. . •., •• . . . : ill - _., - • ._-,_-7:_-7.'",- - . _ 0 SOUZA, TRUE AND PARTNERS, INC, STRUCTURAL ENGINEERS • JOB VISIT REPORT To: Icon Architecture Date: August 2, 2013 38 Chauncy Street Boston, m. . 02111 Attention: Michael Gardenier Project Name: Simpkins School Residences Inspection Date: July 31, 2013 Contractor: J. J. Welch Inspection Required By: Architect Principals Present: Michael Gardenier (Icon), Leo Cunningham (JJW), Terry Louderback (ST&P) Comments: • On Wednesday, July 31, 2013, Souza, True and Partners. Inc. performed an observational site visit at the above-referenced project. The purpose of the visit was to observe the progress of construction and verify if it conformed to the Contract Drawings and Specifications. 1. Generally, the structural work appeared to be progressing in conformance with the design. 2. A crack was observed in the lowest level wall at the west end of the main part of the old building (see the attached photos). The crack appeared to be new and may be due to settlement and/or localized overloading at the floor above. We recommend that the end of the older masonry wall at the recess be reinforced with an HSS 3 X 3 x 1/4 strut and the crack be repaired by injection of Sikadur 35, Hi-Mod LV or equal. A sketch of this recommendation is attached. 3. What appeared to be extreme ant or termite damage was observed at the west side of the old west wing at the location of a removed exterior stair (see the attached photo). The wood in the area is completely deteriorated and needs to be replaced. The contractor should examine the adjacent areas to determine the exact extents of the damage. All damaged wood should be replaced with pressure treated wood of the same dimensions and configurations as the damaged wood when it was originally built. Proper shoring should be temporarily installed to support any existing intact framing while the damaged wood is removed and replaced. 4. I was shown a condition at the upper floor where a truss spans very close to a triple LVL beam (see the attached photo). I was asked whether or not the truss could be completely or • partially removed. In my view, if the remaining plywood sub-floor does not have a seam over Icon Simpkins School Residences Job Visit Report August 2, 2013 Ill Page 2 of 2 the truss in question and spans from the triple LVL beam to the next truss adjacent to the truss in question and the span of the sub-floor sheathing does not exceed the typical spacing, then the truss in question could be removed. We caution, however, that the design of the trusses was performed by the truss supplier and their engineer is responsible for the truss design. As such, the truss supplier must also approve of any removal of the truss. 5. The upper floor interior wall headers (below the roof level) had not yet been installed. 6. Roof framing was in progress. We understand that many of the connectors such as hangers, hurricane clips, etc. have yet to be installed. 7. Permanent anchors for ledgers supporting roof framing at CMU walls had not yet been installed. 8. The drawings (S-104) calls for 2 X 4 blocking at unsupported plywood joints at the roof. This blocking was not observed. 9. The roof trusses abut over the centerline of the corridor. It seems that some form of bracing should be provided to ensure that the ends of the trusses remain in alignment. The truss supplier should be asked to provide such bracing or demonstrate why it is not needed. 111 This report represents items personally observed and/or discussed with the names present at the site on this date. The Contractor must bring all field changes/deviations from the Contract Documents to the Architects attention. SO T E - PARTNERS, INC_ Terry A. 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III . ..- {,I 1 , l'I. I , • lb - 1 14 y 1� • 10 1 • .\.;. '''''. .. ♦.1 •F• ff • # , _ ..!s+t t ,, •,,, . • . • ,, I i ll''' , . 1 1. .:, R.V . ._s - ' : I ce 3.: 7 .• 4 _� . r +y 'may-t sJ '.F `k: - - 3C tl L s Rs.€ • �• r .,.er'71i"......"'"':' x: . . _ ,,-'*i , ' . p _ . • / f �Y a _- c s I - . ._________ lit . . . . ..,._ ._. _ .. . ........ ._ 1.1. ififl , i li. ii, 1 ..1 i I _ , .. t 1 _ wi: vfliskii'lt ._.4 ., ,. ., • • • • oil Wl --- 265 ne , d L. 1NalthamWi,ter MassaStr:eh(u, 02451Floor • Telephone 617-926-6100 email:souzatrue@souzatrue.com SOUZA TRUE TERRY A.I OUDERBACK,P.E. JCRC)MC A.YURKOSKI,P.E. AND PARTNERS, INC. LISA A.BOHuh,P.E. TODD P.BLAKE,P.E. STRUCTURAL ENGINEERS November 4, 2013 Icon Architecture, Inc. 38 Chauncy Street Boston, MA 02111 Attention: Michael Gardenier Reference:The Simpkins School Residences Dear Michael: . IIIBased on our review of structurally related submittals and Requests for Information as well as several site visits and construction photographs, it is my opinion that the foundations for the Waste Water Treatment Building were constructed in accordance with the design drawings and supplemental instructions. Very T Gly Yours, O - aki"Wk.('L—-— T rry A. o,uderback, P.E. President' Souza,True&Partners, Inc. ', ' TERRY '•. . ASH TON • ''. <'g IOUDERBAc K •; ,a',{'3' STRUCTURAL ^' i. <, ''£3641 M /J -S'ISt):"Otk-zt-,;(.1-s' <‘.?.5,':" • S,ONAt_ $zt. ID FOUNDED IN 1959 BY RICHARD W.SOUZA AND EDWARD K.TRUE 265 Winter Street,Third Floor Waltham,Massachusetts 02451 Telephone 617-926-6100 email:souzatrue@souzatrue.com • SOUZA TRU E TERRY A.LOUDERBACK,P.E. JEROME A.YURKOSKI,P.E. AND PARFNERS, INC. LISA A.BOHLIN,P.E. TODD P BLAKE,P.E. S I I:UC IUI<AL ENGINE I'S • November 4, 2013 Icon Architecture, Inc. 38 Chauncy Street Boston, MA 02111 Attention: Michael Gardenier I Reference:The Simpkins School Residences Dear Michael: The size and spacing of the nailing of the sheathing to the supporting wood elements at the Waste Water Treatment Building reported in the 11-1-2013 memorandum from J.J.Welch(attached) exceeds the requirements specified on the structural drawings. As such, we find the nailing to be satisfactory and acceptable. • Very ruly Yours l i i Terry , ou.ersack, P.E. Pres' ent Souza,True& Partners, Inc. T, y, 41 ASHTON V i LOUDERBACK Y. 0 ,STRUCTURAL i,-i W�� �"`28641n`p'<, SYONAL t-'14 '.. FOUNDED IN 1959 BY • RICHARD W.SOUZA AND EDWARD K.TRUE JfiWoPeti • construction managers • builders Simpkins School Residences Date: 11-1-2013 RE: WWT Nail Spacing& Nail Size Michael. Per the inspection with the owner representative present the nailing pattern was determined to be 4"-6" in the field and 2"-3"at the seams.The size of the nails used were IOD nails. Thanks, (James)Justin Welch 411! • James J.Welch&Co.Incorporated•27 Congress Street,Salem,Massachusetts 01970 Telephone: 978-744-9300•Facsimile:978-744-8320•Estimating Facsimile:978-744-6463 • SOUZA, TRUE AND PARTNERS, INC. STRUCTURAL ENGINEERS • JOB VISIT REPORT To: Icon Architecture Date: November 20, 2013 38 Chauncy Street Boston, MA 02111 Attention: Michael Gardenier Project Name: Simpkins School Residences Inspection Date: November 20, 2013 Contractor: J.J. Welch Inspection Required By: Architect Principals Present: Michael Gardenier (Icon), Gordon Schaaf for part of the visit (Design Technique), Terry Louderback (ST&P) Comments: • On Wednesday, November 20, 2013, Souza, True and Partners, Inc. performed an observational site visit at the above-referenced project. The purpose of the visit was to observe the progress of construction and verify if it conformed to the Contract Drawings and Specifications. 1. Conditions at the triple 13/4" X 18" LVL Upper Level beam (Drawing S-103) near the existing building were observed. The three plies of the beam were observed to have been bolted together with 4 inch diameter through bolts in a staggered pattern along the length of the beam. Supplement the bolts with three (3) additional 16d nails in each truss space on each side of the beam along the entire span of the beam. See the attached annotated partial S- 103. 2. The short triple LVL beam that frames into the beam referenced in item #1 above does not have a proper metal hanger at the supporting beam. Provide a Simpson Strong-Tie HU68 fully nailed hanger at the support point. See the attached annotated partial S-103. 3. The support condition at the interior end of the beam in item #1 above needs to be improved to ensure that the end reaction of the beam is spread over several double 9'/z" PRI 60 joists over the corridor below. To achieve this. provide two 4 ft. X 6'-8" ft. sheets of% inch plywood nailed to the faces (unit side or corridor side) of the studs at the intermediate level (below the beam referenced in item #1 above). The sheets of plywood are to be oriented with their 6'-8" dimension horizontal and the 4 ft. dimension vertical. The two sheets are to be abutted and stacked vertically with the right end (as observed from within the unit) of the sheets at the corner of the wall intersection near the former gymnasium and the left end at the third stud left of the PSL post. The plywood is to be nailed to each stud with 40 equally spaced 10d • nails and to the PSL posts with two vertical rows of 40 equally spaced 10d nails (80 total in Icon Architecture Simpkins School Residences Job Visit Report November 20, 2013 • Page 2 of 3 the post). See the attached annotated partial S-103 4. No plywood sheathing was observed on the new stud wall along the former gymnasium. Sheathing, blocking, posts. hold-downs and nailing shall be installed on this wall as described in NOTES #13 on Drawing S-102 and S-103 as well as in NOTE #12 on Drawing S-101. The sheathing may be installed on the interior face of the wall where it is along the former gymnasium. The transition between sheathing on the exterior and interior faces of the wall where the wall becomes an exterior wall must occur at a stud. See the attached annotated S-103. 5. No blocking was observed at the unsupported plywood roof sheathing joints as required by NOTE #1 on Drawing S-104. This blocking is to be provided. 6. Roof trusses in the area of the of the skewed walls and the corner of the CMU stairwell wall in the eastern part of the addition were observed to be not have supporting beams as shown on the drawings. LVL beams shall be provided as suggested on the attached annotated partial S-104. 7. 7. Roof trusses over the corridor adjacent to the CMU elevator shaft were noted to be 6 +/- inches short of the face of the wall. This condition should he observed and resolved by the truss supplier. However, if the trusses are supported by the corridor wall. the reactions at the • CMU shaft wall would be relatively small — on the order of 400 lbs. each. As such. the existing connections to the ledger would be satisfactory provided that the sisters are at least 2 X 6's engaging the trusses by a minimum of 18 inches with six (6) rows of two Simpson Strong-Tie SDS25312 screws @ 3 inches o.c. along each sister (12 screws per sister) and with a connection to the ledger along the CMU capable of developing a reaction of at least 400 lbs (allowable reaction) at each truss. 8. Roof trusses were noted to be headed off at the roof opening over the eastern stairwell. Since the header is supported by adjacent trusses, this condition is to be resolved by the truss supplier. 9. A steel beam was observed above the ground floor opening at the west stairwell. The beam measured 12 inches deep and 10 inches wide with a flange thickness of approximately '/2". As such, the beam is close to being a W12X 53. As such, the beam is adequate. However, the end supports are not steel tube columns as previously recommended. The contractor shall supply information as to how the ends of the beam are supported for review by this office. 10.There was a discussion among those present regarding bridging for floor trusses. Bridging requirements are indicated on Drawings S-102 & S-103 (NOTES #4 on these drawings). As an alternative to the type of bridging required on the drawings, flat 2 X 4 could be used running perpendicular to the truss spans and attached to the tops of the bottom chords with two 10d X 3" long common nails at each intersection with the truss chords. These 2 X 4's would be continuous with as long as practical segments with side-by-side lap splices (each • with pairs of 10d nails) at joints. They would continue to and he nailed to end walls. The Icon Architecture Simpkins School Residences Job Visit Report November 20, 2013 111 Page 3 of 3 locations for these 2 X 4's would be the same as for the bridging shown on the plans. 11.The exterior deck adjacent to the rear west entry was observed. On reviewing the sketches we issued in March of this year (attached), it appears that the framing differs from what is shown on the sketches. Most significantly, there appeared to be a single main beam, whereas the sketches show two beams and the beams are LVL's rather than Wolmanized PSL's. Unless protected from weather, I am concerned that the LVL's will not hold up over time and exposure to moisture. These discrepancies must be addressed by the contractor. This report represents items personally observed and/or discussed with the names present at the site on this date. The Contractor must bring all field changes/deviations from the Contract Documents to the Architects attention. SOUZA TRUE,& PARTNERS, INC. Terry AL.uderback, P.E. President • • AOS, ! 40-6' 'R k/NOTE#10 _0 "737 I _ J 0 i I . E. R=24 0h ' - x____\ _NOTE#14 M I • -p‘,...1)7 'a"' PS4— — — -- — -- iii �\ o 18"P4"JFT @ 16"O.0 xi @) . Jo --- -/ /ftt-ttt -11- t--- \--, i -NOTE#18 I • l 8 4 ; '' 4 a. 18"PWFT @ 2'-0"O.C. 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' 10614, AND PARTNERS, INC. Joe 6IMpl'lkt5 5U•4oOL /2m /Pa-JC,E.S DATE 3- gS-13 • CONSULTING ENGINEERS CLIENT rcod /4-,20.1 • BY Mq.. ?K g, L6191..,e12 511-i p oI.1 Sraor:6-TIE PuILj /JaILE0 LU52(o 1-10a16.6125 far E . .To157. p(4/1z5 0F' S1Mp�b,J 7-72o04&-1)E 5D '2 .00 /rI Td CACJ C x i 7-i 46 '6TUQ (,- 55!1'-160 To P..56 @ /( "o.c./' V.I.F.) i-.- 1ST� , 2 ,( 6 6TAG6E,2hro - EI FYLA1+1Jo4 i ek[.oUk1.16. N.1.w.-.} 1 2 6 e 16"o. c. Ce:)',ie. • :.* ` co NIT IaL Uo0 S PE c1C 4.16- s .JGs �k1 1i Di _—_,r------ . ^y~--��_ 51r,4 p5okf r ` ,, G o ` ► ST+zokJG -rIC AA;: cS� FULL. IJta I LeD �' s PT ER. .TOIST N2 ,�� CL) 6 f H N • .� • -a t 5i4 A 16 WCCL- 4. n 1 \ MANIzea /9L. ': s - I ` ._ / / / l / { T7`� 6 . k • • ` 3( )57'1i..26,, CO.,)Crp r, ` f' t ., _. • -_. 7- .5. (t?E 1` O.4 �� ' 5 p — - 05 gr_ Q'o Tri 1,..15r A LI_ I••Sf 1 An-11,.16) • S : CTIOIJ 0 3j4 Ii - j lc,ilt WB&A Wozny/Barbar& Associates, Inc. CONSULTING ENGINEERS SITE VISIT REPORT Date of Report: February 27,2013 Date Visited: February 27,2013 Project: Simpkins School Residences Project#: 11066 Client: ICON Architecture Fax No.: Participants: Joe Krochko,Greg Wozny The following is our site visit report for above-referenced project. This report itemizes observed portions of the installation or items of workmanship and/or materials that fail to meet the contract specifications and should not be construed as having any other purpose but to notify the contractor of visible violations of the Contract Documents insofar as the undersigned was able to perceive on the date noted. Omissions or un-noted items do not constitute acceptance of inferior or incorrect installations. PlumbinP 1. The installation of plumbing system is in very early stage.WB&A doesn't have any comments at this time. • Fire Protection 1. Please notice that sprinklers shop drawings has not been approved by WB&A. 2. All penetration through metal studs shall be made with sleeves.CPVC piping cannot run without protection through material with sharp edges. 3. Provide sprinkler at the top of tower as specified,relocate attic sprinklers from under the tower to the side of the tower. 4. Relocate all sprinklers from the back of the closet to the side or front,so the sprinkler is not prone to damage or blockage by stored material. 5. Provide seismic restrains. Electrical 1. The upper level in the existing building has been rough-in and appears to be near complete. 2. There were no deviation from the plans or specifications that were observed at the time of the walk through. 3. The was no or very little additional electrical work observed in the rest of the building. • 1090 Washington Street,Hanover,MA 02339•Te1781.826.4144•Fax 781.829.5023•www,wbaengineers.com • WB&A Wozny/Barbar&Associates, Inc. II L Cl CONSULTING ENGINEERS SITE VISIT REPORT Date of Report: April 4,2013 Date Visited: April 3,2013 Project: Simpkins School Residences Project#: 11066 Client: ICON Architecture Fax No.: Participants: Joe Krochko The following is our site visit report for above-referenced project. This report itemizes observed portions of the installation or items of workmanship and/or materials that fail to meet the contract specifications and should not be construed as having any other purpose but to notify the contractor of visible violations of the Contract Documents insofar as the undersigned was able to perceive on the date noted. Omissions or un-noted items do not constitute acceptance of inferior or incorrect installations. Electrical 1. The Third Floor rough-in is complete. 2. There appears to be some conflicts with door framing and the location of the unit wall sconces. Verify the location of the unit wall sconces with the Architect. ;. Provide fire stopping. 4. The load center in unit 303 appears to be mounted approximately 76"AFF to the top of the breaker. Verify that this load center is not subject to ADA/MAAB height requirements. 411 5. The SER cable that feeds to the load centers appear to run in the ceiling space of the circulation area near the existing auditorium. NEC Article 518 does not allow type NM cable to run through areas of assembly. Verify that the area that the cable is running through is not an area of assemble and if so verify with the Wiring Inspector if they will allow this condition and what may be required to allow this condition,such as a 1-hour assembly separating the assembly occupancy from the NM cable. 6. There were no deviation from the plans or specifications that were observed at the time of the walk through. 7. The was no or very little additional electrical work observed in the rest of the building. • 1090 Washington Street,Hanover,MA 02339•Tel 781.826.4144•Fax 781.829.5023•www.wbaengineers.com Wj�& A Wozny/Barbar& Associates. Inc. L I1 CONSULTING ENGINEERS SITE VISIT REPORT Date of Report: August 26,2013 Date Visited: August 22,2013 Project: Simpkins School Residences Project#: 11066 Client: ICON Architecture Participants: Zbigniew Wozny and Fidaa Barbar The following is our site visit report for above-referenced project. This report itemizes observed portions of the installation or items of workmanship and/or materials that fail to meet the contract specifications and should not be construed as having any other purpose but to notify the contractor of visible violations of the Contract Documents insofar as the undersigned was able to perceive on the date noted. Omissions or un-noted items do not constitute acceptance of inferior or incorrect installations. HVAC and Plumbing Existing Building 1. The ductwork installation in the existing building appears to be advanced. 2. The fan-coil units are not installed yet. 3. The ductwork openings,with just a few exceptions, are protected with plastic covers from dust. • New Building 1. Plumbing rough-ins are in progress. 2. HVAC ductwork installation is in progress. Electrical I. The back boxes for the load centers are installed. Some of the load centers are covered. 2. Feeder to the main electrical room is installed but not connected. 3. The major electrical equipment is located in the main electrical room. 4. Electrical panelboards and load centers are installed throughout the building. 5. Provide fire stopping for all penetrations within fire-rated assemblies. 6. Rough-in and housing for the light is installed. 7. Branch wiring is installed. 8. Rough-in for lighting controls is installed. 9. Rough-in for the emergency lights and exit signs are in progress. 10. In general,the electrical work is in good progress; and it is more advanced in the existing building then the new building. J:\11066 SIMPKINS SCHOOL\Site Visit Reports\Site Visit Report 08-26.13.doc • 1090 Washington Street,Hanover,MA 02339-Tel 781-826-4144•Fax 781-924-5792•www.wbaengineers.com WB&A Wozny/Barbar& Associates, Inc. 1110 CONSULTING ENGINEERS SITE VISIT REPORT Date of Report: May 8,2013 Date Visited: May 6,2013 Project: Simpkins School Residences Project#: 11066 Client: ICON Architecture Fax No.: Participants: Greg Wozny The following is our site visit report for above-referenced project. This report itemizes observed portions of the installation or items of workmanship and/or materials that fail to meet the contract specifications and should not be construed as having any other purpose but to notify the contractor of visible violations of the Contract Documents insofar as the undersigned was able to perceive on the date noted. Omissions or un-noted items do not constitute acceptance of inferior or incorrect installations. Fire Protection 1. CPVC piping penetration metal studs have to be protected. 2. All combustible spaces located above ceiling have to be provided with sprinkler protection. 3. Last hunger supporting pendent sprinkler has to be provided with a clip preventing upward movement of the pipe when sprinkler is activated. 4. Locations of all sprinklers have to be coordinated with surface mounted lighting and detectors. • 411 1090 Washington Street,Hanover,MA 02339•Tel 781.826.4144•Fax 781.829.5023•www.wbaengineers.com WBWB&AWozny/Barbar& Associates, Inc. &A ENGINEERS 111 SITE VISIT REPORT Date of Report: October 4, 2013 Date Visited: October I, 20 13 Project: Simpkins School Residences Project#: 11066 Michael Gardenier Client: ICON Architecture Participants: Greg Wozny CC: The following is our site visit report for above-referenced project. This report itemizes observed portions of the installation or items of workmanship and/or materials that fail to meet the contract specifications and should not be construed as having any other purpose but to notify the contractor of visible violations of the Contract Documents insofar as the undersigned was able to perceive on the date noted. Omissions or un-noted items do not constitute acceptance of inferior or incorrect installations. Fire Protection General 4110 Sprinklers have not been coordinated with lighting fixtures. Sprinkler contractor shall modify sprinkler layout to comply with NFPA 13-2007 requirements for obstructions. Below are comments provided by our office during shop drawings review. First submittal: 1. Lighting fixtures have not been shown on the drawings. Sprinklers shall be located away from obstruction. For example sidewall sprinklers shall be located 10"to 12"below ceiling(lighting fixtures are less than 4"deep. Pressure at the sprinkler shall be as per listing. Pendent sprinklers shall be minimum 4 feet away from obstruction or another sprinkler shall be added on the other side of obstruction, minimum 8,feet away from the other sprinkler. Second submittal 1. Drawings still do not shows any ceiling mounted devices such as lighting and detectors.Sprinkler contractor is fully responsible for coordinating sprinkler locations with any obstruction,as per NFPA 13- 2007. 1. Basement space underneath the stairwell -there appears to be a storage room; provide sprinkler protection. 2. New building—provide sprinklers at main and intermediate landings. 3. Existing building - provide sprinklers at main landings both staircases. • 4. Electrical wires cannot be in contact with CPVC piping. 1090 Washington Street,Hanover,MA 02339•Tel 781-826-4144•Fax 781-924-5792•www.wbaengineers.com SITE VISIT REPORT October 1,2013 Page 2 i 5. Existing building—there are some shadowed areas under soffits. Provide additional sprinklers. 6. New buildings—ceiling spaces above units will be fully filled with non-combustible insulation. Sprinklers in those spaces shall be removed. 7. Provide seismic restrains. J:\I 1066 SIMPKINS SCHOOL\Site Visit Reports\Site Visit Report I0-13-13.doc • • 4110 \ ..------- I C 0 N 15 January 2014 architecture Mark Grylls Building Commissioner Town of Yarmouth RE: Simpkins School Residences–Site Visit 01.09.2014 Dear Commissioner Grylls, In response to the recent correspondence regarding the Simpkins Project and your site visit of January 9,2014, ICON architecture would like to provide the following: • Inspection Reports—ICON submitted site visit reports from the design team to your office in August of 2013 covering the period of Dec 2012 to August 2013. Most recently,additional reports to date were sent this week. Moving forward our office will submit these on a weekly basis until the project has been substantially completed and Final Construction Control Documents are issued by the design team. It is our understanding that you did not want to be cc'd on • the Daily Reports prepared by the Owner's Project Representative.We have however, burned these to a disk for your reference.Additionally,we understand your office is in receipt of the reports from the third party testing agency, UTS. • Affidavits— When the Building Permit Application was filed in August of 2011, the Design Team submitted Design Affidavits.When the Project was advanced and the Building Permit ready for issue,the same affidavits were submitted to the Town via JJW in July 2012 and a permit for Foundation work was issued in October 2012. As of 2012,the new Construction Control Documents are being used.Our Final sign-off will be utilizing these forms. We understand our role at the Registered Design Professional as defined in Section 107.6.2 o Review,for conformance to this code and the design concept,shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. o Perform the duties for registered design professionals in Chapter 17. o Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the construction documents and this code. ICON architecture,inc. 38 Chauncy Street • Building Concerns–As noted in your memo,the following list of items are to be Boston,MA 02111 addressed: tel: 617.451.3333 fax: 617.451.1328 a. Breezeway or sally port area, new building;Are the fenestrations at the gas •ww.iconarch.com meter banks required to be rated or do the sprinklers allow for non-rating? • ICON response:The breezeway exterior wall carries a requirement for a 1 hour rated assembly in only one isolated location where it is load bearing per Table 601. Other sections of wall at the breezeway are not load bearing and hence do not require the rating.This wall,as designed, carries a one hour rating. Reference AWC p12...see attached. There is no fenestration in the load bearing portion of this wall. Reference also, memo by Wozny/Barbar&Associates, Inc. noting No Rating is required at the exterior walls due to the placement of the gas meters. b. Provide a detail of the fire separation at the ceiling,wall in the breezeway/sally port area.The concern is the open web of the floor joists to the units and office adjoining. ICON response: The floor joists over the breezeway are NOT continuous across the unconditioned exterior and the conditioned interior.There is NO OPEN WEB as the exterior walls on either side of the breezeway are designed continuous to the underside of the floor sheathing above is similar to detail C/A-807;with the intersection of the exterior ceiling to be constructed per detail B on A-807.... 13 & 14/A-407. Additionally,the cavity of the floor ceiling assembly—Type "B"-is to be completely filled with insulation per detail B/A-807 and UL L558.These details have been combined to illustrate this particular condition- Refer to SKA- 018 dated 01/13/2014. c. Provide response to my memo of 11/2013 attached. • ICON response: See ICON's memo of response—attached. d. At the point where old and new meet,there is a concern that a floor to roof "shaft" has been created without firestop at the floor/ceilings to prevent free passage of flames and smoke. Are the shingles allowed to remain? ICON response: Detail 1 on A-410 of the Contract Documents illustrates the intended construction of this joint. As designed, both end walls (of old and new) were to carry a one-hour rating.The designed 2"gap between the foundation of the existing wall and the foundation of the new wall was to be covered at the openings between walls with a fire rated ceiling expansion cover and roof expansion cover.The current construction is watertight at the wall and roof lines and provides a one-hour rating at the new construction.The existing condition has raised some concern about air sealing at this location.The proposed solution is to fill the gap as follows:At each floor,%" plywood strips will be applied to the top of the sill plate and bottom of the top plate, bridging the 2"gap and fire-stopped to the existing shingles on the original building.The void between the draftstopping and the existing and new wall construction for the depth of the floor-ceiling assembly will be filled with therma-fiber in order to maintain the continuity of the fire rating. Between floors,the gap will be filled with icynene to a depth of 4" [2"gap+ 2" overlap with studs]. Refer to drawing illustrating mark-up of the contract detail. • 2 • e. Provide follow up inspection and reports of truss repairs after the alterations to them are complete. ICON response: See JJW truss repair report. f. Insulation blockers in the joists do not have a vapor barrier. ICON response:The typical exterior wall assembly as shown on 3/A-701, indicates a continuous air barrier at the exterior sheathing and a vapor barrier at the interior wall. However,the floor ceiling assembly is detailed as completely filled with batt insulation and R-20 cellulose insulation specifically at the rim/band. In order to optimize the airsealing at this location,the gwb sheathing at the inside face of all exterior walls will continue to the underside of the floor sheathing above and be foamed at all joints. g. Room 316 has a concealed space in the eaves that does not have a sprinkler head. Is there a plan to install one? ICON response:This condition is to be completely filled with insulation thereby not requiring sprinkler coverage. h. Drywall seams were observed being covered in the loft apartment area that did not seem properly heated. (vapor observed at the time of exhale of all workers • in the area) ICON response: The construction sequencing and general conditions of the contract are the responsibility of the General Contractor. i. Provide a use designation and fire detection/suppression plan for wastewater treatment building if required. (YFD) ICON response: The wastewater treatment building lies within the Use Group 'U'- Utility-and does not require a manual alarm system or automatic detection system per section 907.2 of the IBC.The Engineer of the treatment plant has provided a memo of the chemicals used in the building. If there are any further concerns, please let us know and we will address immediately. Sincerely, b-w Ja is B Mamayek, AIA LEED AP N architecture, Inc. Attachments: Sketches: Mark-up of 1/A-410 and SKA-0018 Memos: ICON response:Stair Doors I Safety Glazing Wozny Barbar Associates:Breezeway&WWTP Fire Protection • CHA RE:WWTP Chemical description 3 r J • ICON MEMORANDUM architecture DATE: January 14, 2014 TO: Mark A. Grylls, Building Commissioner,Town of Yarmouth FROM: Janis B Mamayek, AIA RE: Simpkins School Residences—Existing Historic Egress components Path of code compliance per the IEBC As follow-up on the two items raised in your memorandum of 7 November 2013; specifically,your inquiry regarding magnetic hold open devices and your inquiry regarding safety glazing in the egress doors, we note the following: As discussed in prior corresponedence,the doors to the existing stairwells are scheduled to be both new doors as well as retained historic doors. Per our earlier memo dated 3 November 2013, as well as your note of concurrence,the doors in the existing stairwells are not to be considered fire doors per the IEBC[1103.6]. • These doors, however,are being fit with added seals for a tight fit to limit the spread of smoke. These doors are intended to remain closed. New closers are specified at each door for positive operation.As such, it is ICON's position that the doors are compliant with the Fire Safety requirements of Chapter 11 of the International Existing Building Code. The First floor doors at both existing stairwells are multi-light glazed doors. The NPS approvals are based on retaining these doors. New doors are to be installed at the ground floor and second floor of the SX-2. The concern for safety glazing in the historic doors is shared.The condition of the NPS approval notes "panels may be applied to the stairway side of the doors to achieve the necessary fire rating". While a fire rating is not required, reference above,the openness by the NPS reviewer for an added element to the glazed doors is understood. As you have stated,alternative products may be considered that offer a level of impact resistance to the existing glazing and we would consider applying this to the door glazing.The historic doors are currently not specified to have"safety glazing" except where existing glazing is broken, new safety glazing is specified.This is consistent with the IEBC,section 306. ICON architecture, inc. Thirty Eight Chauncy Street Boston,Massachusetts 02111 t e I: 617.451.3333 www.iconarch.com • WB&AWozny/Barbar& Associates, Inc. CONSULTING ENGINEERS • MEMORANDUM Date: January 13,2014 To: Michael Gardenier From: John Del Tufo Reference: Simpkins School Michael, "a. Breezeway or sally port area, new building;Are the fenestrations at the gas meter banks required to be rated or do the sprinklers allow for non-rating?" NFPA 54 National Fuel Gas Code requires the meters and regulator to be accessible for servicing and placed in a location where they will not be subject to damage. National Grid meter group has installed the meters per the National Grid requirements. "b. Provide a detail of the fire separation at the ceiling, wall in the breezeway/sally port area. The concern is the open web of the floor joists to the units and office adjoining " NFPA 54 does not address any requirement related to fire separations related to gas meter placement. • 1090 Washington Street,Hanover,MA 02339•Tel 78I-826-4144•Fax 781-924-5792•www.wbaengineers.com 161 Exchange Street,3`d Floor,Pawtucket.RI 02860 WBoA Wozny/Barbar&Associates, Inc. CONSULTING ENGINEERS • MEMORANDUM Date: January 13, 2014 To: Michael Gardenier From: Greg Wozny, PE Reference: Simpkins School—Waste Water Treatment building Michael, The waste water Treatment building is a 780 sq. ft. structure classified as a Use Group U by the International Building Code (IBC). The explanatory section of the IBC states: "Structures housing accessory equipment that is part of a utility or communications system are often classified as Group U occupancies when there is no intent that these structures be occupied except for servicing and maintaining the equipment within the structure. A pumphouse for a water or sewage system or an equipment building at the base of a telecommunications tower are examples of such buildings". This use group does not require manual fire alarm or automatic detection system per section • 907.2 of the IBC. In addition 780 CM^-Eight Edition, Table 903.2 does not require automatic sprinkler system for Use Group U occupancy. • 1090 Washington Street,Hanover,MA 02339•Tel 781-826-4144•Fax 781-924-5792•www.wbaengineers.com 161 Exchange Street,3`d Floor,Pawtucket,RI 02860 /11--1 –I • • a) = r . gO70 CO m u) A-- z D • WALL TYPE 2 c Z 0 FLOOR/CEILING FLOOR/CEILING �' �- D ASSEMBLY "B" ASSEMBLY "B" O r O r (_n O X O' D CD D n D CD Cl) x -n - s_. -o c. � z . f tp g wcow— 'mc> N n m N I n wD`G ��m ` . 7[J j(nn N O 1 n �c �mm 1 5. FLOOR/CEILING 1FLOOR/CEILING o m0oocn -o ASSEMBLY "B" " ASSEMBLY "B" co A �- _ `. '° o 1/2"APA RATED ZSHEATING n - 5/8" TYPE X GWB o CONTINIUOUS TO D0 F�y o CONTINIUOUS TO — UNDERSIDE OF UNDERSIDE OF FLOOR SHEATHING FLOOR SHEATHING cn D md F, n o Cn 5z a 00 • • • i ';,";<1 11'A' „ t t: ' las t ` 'A 7„ i ` J(f -/,/,, )' ti.`,',',"; .3: :s::",n.� �.','t;C i .`•�i:.r 1 f'i�.i,'r t ti f,� r, .i v�,".Y ii :' ;i=° >.`. :' 'r^ � . v ;;,xy °xx •x ,/,�....:Kx.:Afir,' " i 1fr: / ICYNENEappliedtoexistingshingles- ,:.��^x' �sYn.`�f..lXi\ i�:`�. .tee , `,',��X,:� r ;��� 'fi,�:%; !r//i r r...,: ,v 4, X,: , ;; x,r)', :.:X ,<'x`x":y.'')., ;<"^x X ' `:;':< //! 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';4 .r X "��.;' ",,•,r// •t", 3/4" PLYWD DRAFTSTOP'G '.,`.i% ,),•''..V::;‘ ,r,t�,V; ,), , ,' x3'^i i •,t;<xY,1:>, < •t"nn):i'' //. :,'A X,, ' `" ) I';<. r f•,r• .;;, `,\x; i'r; . ,i. ; x":c at top of SILL PLATE :,1::+.,1.), 1' %..\.`. °,f 1 i' i :‘":":0`,".:0."./s/‘: , ;: .J J± ' • �� t's".•". ,,,,....V..4),/.7.,. •C.,:‘,,,(1.,(.4',/:..4)`f: i+;t...A:)'i."'2. .`,i�'tx X:?•° ,,,�4t ...•):�i,,•;,..,:,,:i�, :o:,:,X>:4 ;.,)•.,. •-f` // i I.ttrt i I .r J r�i.irii Y'" ;,,: Y, .7..;v0-.,x/y.......,..\'i ,Yi \�"'._ `i?' ry' —--—` ..l _11.Cr!_t{ 1.. _cl.�.la iisytfdEf GC 11:0 J.'�'(*.., Y.47.i '''•:., ,11,Y, '.•.:',‘. . :i. �I ,: :''t its: ti`\' i /•/ �r►�� „IF ,lP- • nx^: Ar h •X X),!. , f i, i' ''•X x""A! Xt Y .1.%::.::::%:'.''''',''''.....X.: ''; X, 1 i i !':' a irl .;::44):::1::::::::.;\' r`1', ,k\l\`• f' \; '1 \- A _ at G � _ __ �� �ti k y . ...,. .! .raftst„pp n. II _ ,,,.. �r . ,.A. L ....de �`i i / ......._. , ,r.f THERMALFIBER r// ., - 3/4” PLYWD DRAFTSTOP'G INSULATION ';',.i ' .w at bot of TOP PLATE ' ^ ,.%;`,.'`,,,,''.•t ` ^ FIRECAULK between DRAFTSTOP'G ii, Jr. •, /2/ i ' `c':,: and Existing Shingles •.// t 1 s,.• JJ/, 44\i, ',"/ i .,Xs X s‘:.: i f :t1 tn^ NEW WALL %�,+ \,?.. '. U303 EXISTING EXTERIOR WALL ;// ''r'.' TO REMAIN 1//)) II `:4`i x-: ice' `'''`' 3/4"PLYWD DRAFTSTOP'G -/./ .I ;,:v,',ti,: / at top of SILL PLATE i//1 hY>i',', r/' JL/{�1V<!L_rr{iivt( ..ti..^.yi..ii,.....; :e•t::f,: T j , ;`•n ( I .---.... \ : /. N ,‹.>. N. ,„ ..� yi :E- A :E- at G' P / •.A� een Dra`.toPPin° ' `r' _ . , ..,... , .--.,: , __./4,. ..........- .. ,,,,i_. /.s . . NEW 9 1/2" PRI 30's @ 16" O.C. f�'� - � ' 1 \ (SEE STRUCT.) I =• 1, j �. I + - ,: -----f___3./4" PLYWD DRAFTSTOP'G {Y;X at bot of TOP PLATE THERMALFIBER (� _ INSULATION ( i;4 I .,,,;.'4:4 ;' A-410 ( >I.i FIRECAULK between DRAFTS P'G FIRE RATED ( I! ;.'; • II MEMORANDUM TO: Michael, Gardenier, ICON Architecture, Inc. FROM: Donald Rose, P.E. CC: SUBJECT: WWTP Chemical Description Simpkins School Residences DATE: January 9, 2014 The Wastewater Treatment Plant (WWTP) Control Building in The Simpkins School Residence project located at 134 Old Main Street, Yarmouth, is the construction of a single story structure for use as an equipment building for the residential development's wastewater treatment plant. The building is heated, but not cooled. The building will • house the wastewater treatment system's general operating equipment and also include a Chemical Storage Room. The Chemical Storage Room is a separate Control Area for limited quantities of Class 1B Flammable Liquid (100% methanol, with flash point of approximately 50° F, auto ignition temperature of 834.80° F and a boiling point of approximately 149° F). The Chemical Storage Room will house up to two (2) 55-gallon drums of methanol at any given time, for a total storage capacity of no more than 110 gallons of 100% methanol. There will be a pair of intrinsically safe chemical feed pumps in the room with explosion proof wiring. Only one feed pump is operational at a time so no more than 55 gallons of methanol will be in open use at any given time. According to MSDS sheets, 100% methanol is neither "Toxic" nor "Highly Toxic", although it is poisonous and harmful to humans. However, the stored quantities of"Toxic" materials allowed in a Control Area exceed those allowed by Table 307.1(1) of the International Building Code (IBC) 18th Edition]. Based on these tables, the proposed quantities of methanol in storage and in use do not result in a High Hazard occupancy classification, the Chemical Storage Room is considered a Control Area, and the provisions of Par. 414 apply to the Chemical Storage Room. The other chemical which will be utilized and kept in the WWTP Building is Sodium Bicarbonate. Attached are the MSDS Sheets for the chemicals to be utilized in the WWTP Control Building. • • ARIES CHEMICAL INCORPORATED 6604 DEPOT ST., P.O. BOX 519 BEAVER FALLS, NEW YORK 13305 315346.7469 FAX 315.3461658 Origination Date:Q1-15-07 Revision Date: 0205 SECTION 1 --GENERAL INFORMATION TRADE NAME: EMERGENCY PHONE NO: Aries 0205 INFOTRAC: (800) 535-5053 CHEMICAL NAME: DISTRIBUTOR'S D-U-N-S NO: Methanol 14-861-3045 HAZARDOUS MATERIAL DESCR.: Methanol,3, UN1230, II • EMERGENCY RESPONSE GUIDE#: 131 REPORTABLE QUANTITY: 5,000 lbs. LABELS REQUIRED: Flammable Liquid SYNONYMS: FORMULA: N/A C H40 CHEMICAL FAMILY: MOLECULAR WEIGHT: N/A 32.04 SECTIONHAZARD,OUSt!ING:REOIENTS �ew TWA INGREDIENTS % BY WT. CAS NO. OSHA ACGIH Methyl Alcohol 100 67-56-1 200 ppm (TWA) 250 ppm (STEL) All components are listed on the TSCA (Toxic Substances Control Act) Inventory or are not required to be listed on the TSCA Inventory. HAZARD HEALTH 2 REACTIVITY 0 RATING FIRE 3 SPECIAL K • 205 Page 2 • _'SECTION 3 - PHYSICAL ANDCHEMICAL PROPERTIES SPECIFIC GRAVITY: pH: BOILING POINT: 0.79 at 20 C N/A 65"C — / /V7/P SOLUBILITY IN WATER: VAPOR PRESSURE: 7 Complete 21 C; 133 mbar PERCENT VOLATILE BY VOLUME: EVAPORATION RATE: N/A 2.6 APPEARANCE AND ODOR: Colorless liquid, sweet, alcohol. "t t- V SECTION,4- FIRE:AND;EXPL 7SIONHAZARDDATA� ° FLASH POINT: FLAMMABLE LIMITS: 50 F LEL: 6.61% UEL: 36.5% 4110 AUTO IGNITION TEMPERATURE: 446 C; 834.80 F EXTINGUISHING MEDIA: Use water spray, dry chemical, carbon dioxide, or alcohol foam. SPECIAL FIRE FIGHTING PROCEDURES; Wear full protective clothing and self- contained breathing apparatus. Use water spray to keep fire-exposed containers cool. Water may be ineffective in fighting the fire. UNUSUAL FIRE AND EXPLOSION HAZARDS: Hazardous combustion products: carbon dioxide, carbon monoxide. Vapors may cause a flash fire or ignite explosively. Vapors may travel considerable distance to a source of ignition and flash back. Prevent buildup of vapors or gases to explosive concentrations. Material is unlike to accumulate a static charge which could act as an ignition source. • • 0205 Page 3 • SECTION 5 -.I-tEALTHHrAZ.ARD:DATA EFFECTS OF EXPOSURE: DANGER! Flammable Liquid and Vapor. May be fatal or cause blindness if swallowed. Cannot be made nonpoisonous - vapor harmful. Harmful if absorbed through skin. Prolonged and repeated exposure to high vapor concentrations, skin absorption or ingestion of methanol may result in visual disturbances, metabolic acidosis, headache, giddiness, nausea, insomnia, gastric disturbance, dizziness and slow breathing. There have been severe cases reported of blindness, coma and death due to the ingestion of methanol. Avoid exposure during pregnancy. Acute toxicity data, if available, are listed below. Additional toxicity data may be available on request. Oral LD-50: (rat) 6.2 g/kg; Inhalation LC-50 (rat) 8 h: >22500 ppm; Dermal LD-50 (rabbit) 15.8 g/kg; Skin Irritation (guinea pig): moderate; Eye Irritation (rabbit) slight. INGESTION: Call a physician or poison control center immediately. Only induce vomiting at the instruction of medical personnel. Never give anything by mouth to an unconscious person. SKIN CONTACT: Immediately flush with plenty of water for at least 15 minutes while removing contaminated clothing and shoes. Cali a physician or poison control center immediately. Wash contaminated clothing before reuse. Destroy or thoroughly clean contaminated shoes. • EYE CONTACT: Immediately flush with plenty of water for at least 15 minutes. If easy to do, remove contact lenses. Get medical attention. INHALATION: Move to fresh air. If not breathing, give artificial respiration. If breathing is difficult, give oxygen. Call a physician or poison control center immediately. Note to physician: Symptoms of poisoning may not appear for several hours. Keep under medical supervision for at least 48 hours. _ SECTION 6-REACTIVITY DATA.: STABILITY; HAZARDOUS POLYMERIZATION: Stable Will not occur. CONDITIONS TO AVOID: Heating above ambient temperatures causes the vapor pressure of ammonia to increase rapidly. MATERIALS TO AVOID: Material reacts with strong acids, strong bases. Material reacts violently with strong oxidizing agents. HAZARDOUS DECOMPOSITION OR BY-PRODUCTS: Carbon monoxide, carbon dioxide. • 0205 Page 4 410 SECTION-1-SPILL OR LEAK'PROCI DURE: STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: Wear appropriate personal protective equipment. Eliminate all ignition sources. Absorb spill with vermiculite or other inert material, then place In a container for chemical waste, For large spills: use water spray to disperse vapors and dilute spill to a nonflammable mixture. Prevent runoff from entering drains, sewers, or streams. WASTE DISPOSAL METFIODS: Contact federal, state, county and local environmental regulators for guidance regarding proper disposal. ENVIRONMENTAL TOXICITY DATA: Oxygen Demand Data: BOD-5: 0.76— 1.12 g/g; BOD-20: 1.26 g/g; COD: 1.05-1.5 g/g Acute Aquatic Effects Data: 96 li LC-50 (fathead minnow): > 10000 microliter/1 NOEC: 10000 microliter A 96 h LC-50 (sideswimmer): >100 microliter/1 NOEC; 100 microliter/1 24 h EC-50 (daphnid): > 10000 mg/I 96 hLC-50 (daphnid): > 1000 microliter/1 NOEC: 100 microliter/1 96 h LC-50 (ramshorn snail): >100 microliter A NOEC: 100 microliter A 96 h LC-50 (aquatic earthworm): >100 microliter A NOEC: 100 microliter A 96 h LC-50 (pill bug): >100 microliter A NOEC: 100 microliter/1 96 h LC-50 (flatworm): >100 microliter/I NOEC: 100 microliter/1 SECTIbN:Ef'- SPECIAL PROTECTIVE"EUIPMENT'A..: RESPIRATORY PROTECTION: It engineering controls do not maintain airborne concentrations below recommended exposure limits (where applicable) or to an acceptable level (in countries where exposure limits have not been established), an approved respirator must be worn. In the USA if respirators are used, a program should be Instituted to assure compliance with OSHA Standard 63 FR 1152, January 8, 1998. Respirator type: full face positive-pressure air-supplied. EYE PROTECTION: Wear safety glasses with side shields (or goggles). Wear a full-face respirator, if needed. PROTECTION CLOTHING: Wear chemical-resistant gloves, footwear, and protective clothing appropriate for the risk of exposure. Contact health and safety professional or manufacturer for specific information. VENTILATION: Good general ventilation (typically 10 air changes per hour) should be used. Ventilation rates should be matched to conditions, If applicable, use process enclosures, local exhaust ventilation, or other engineering controls to maintain airborne levels below recommended exposure limits, if exposure limits have not been established, maintain airborne levels to an acceptable level. OTHER: Safety shower and eyewash fountain should be located nearby. • . 0205 Page 5 SECTI6N_:9 -SPECIAL' 'PRECI TI 'NS; PRECAUTIONS TO BE TAKEN IN HANDLING AND STORAGE: Keep container closed when not in use. Do not breathe vapors. Do not take internally_ Avoid contact with eyes, skin and clothing. Wash thoroughly after handling, Before moving container, be sure closure is securely fastened. Avoid rough handling or dropping. Keep away from heat, sparks, and flame. Keep from contact with oxidizing materials. Use only with adequate ventilation. Comply with all national, state, and local codes pertaining to the storage, handling, dispensing, and disposal of flammable liquid. OTHER PRECAUTIONS: Do not handle or use until you are familiar with all safety precautions pertaining to the handling of corrosive liquid material. Always use protective clothing and eye protection when handling this material_ SECTION 10 - REGUL,4TORYINFORIVIATIO;[ • Section 313 Supplier Notification This product contains the following toxic chemicals subject to the reporting requirements of the Emergency Planning and Community Right-To-Know Act of 1986 (40 CFR 372): Cas# Chemical Name 67-56-1 Methyl Alcohol WHILE ARIES CHEMICAL INC. RELIEVES THE DATA SET FORTH HEREIN IS ACCURATE AS OF THE DATE HEREOF,ARIES CHEMICAL MAKES NO WARRANTY WITH RESPECT THERETO AND EXPRESSLY DISCLAIMS ALL LIABILITY FOR REFINANCE THEREON OF SUCH DATA,AND IS OFFERED SOLELY FOR YOUR CONSIDERATION,INVESTIGATION.AND VERIFICATION- . ARIES CHEMICAL INCORPORATED 11/ 6604 DEPOT ST., P.O. BOX 519 BEAVER FALLS, NEW YORK 13305 315-346-1489 FAX:315-346-1658 Origination Date: 05-22-00 Revision Date: 05-08-08 0667 SECTION I - GENERAL INFORMATION TRADE NAME: EMERGENCY PHONE NO: Aries 0667 INFOTRAC: (800) 535-5053 CHEMICAL NAME: DISTRIBUTOR'S D-U-N-S NO: Sodium Bicarbonate 14-861-3045 HAZARDOUS MATERIAL DESCRIPTION: Non-hazardous SHIPPING NUMBER: N/A EMERGENCY RESPONSE GUIDE #: N/A REPORTABLE QUANTITY: N/A SYNONYMS: FORMULA: Baking Soda, Bicarbonate of Soda N/A CHEMICAL FAMILY: MOLECULAR WEIGHT: N/A SECTION 2 — HAZARDOUS INGREDIENTS TWA INGREDIENTS % BY WT. CAS NO. OSHA ACGIH Sodium Bicarbonate 100 144-55-8 Nuisance Dust. 10 mg/m3 This chemical is certified to ANSI/NSF Standard 60, Drinking Water Chemicals—Health Effects. The maximum dosage level for this chemical is 100 mg/I. HAZARD HEALTH 0 REACTIVITY 0 RATING FIRE 0 SPECIAL E • • 0667 Page 2 SECTION 3 — PHYSICAL AND CHEMICAL PROPERTIES SPECIFIC GRAVITY: pH: BOILING POINT: 2.20 8.3 N/A SOLUBILITY IN WATER: VAPOR PRESSURE: 9.0% N/A PERCENT VOLATILE BY VOLUME: EVAPORATION RATE: N/A N/A APPEARANCE AND ODOR: White crystalline powder, odorless. SECTION 4 - FIRE AND EXPLOSION HAZARD DATA • FLASH POINT: FLAMMABLE LIMITS: Noncombustible LEL: N/A UEL: N/A AUTO IGNITION TEMPERATURE: N/A EXTINGUISHING MEDIA: Treat surrounding fire. Use water, water fog, carbon dioxide (CO2) dry chemical. SPECIAL FIRE FIGHTING PROCEDURES: Wear self-contained breathing apparatus when fighting fire. UNUSUAL FIRE AND EXPLOSION HAZARDS: Thermal decomposition may release oxides of carbon and sodium. • 0667 Page 3 • SECTION 5 - HEALTH HAZARD DATA EFFECTS OF EXPOSURE: No significant health effects anticipated. Dusts of this product can cause respiratory irritation INGESTION: Drink plenty of water. Never give anything by mouth to an unconscious person. If any discomfort persists, seek medical assistance. SKIN CONTACT: Wash with plenty of soap and water. If irritation persists, seek medical assistance. EYE CONTACT: Flush eyes with copious quantities of water for 15 minutes. Seek medical assistance if irritation occurs and persists. INHALATION: Remove individual to fresh air. If breathing difficulty or discomfort occurs and persists, seek medical assistance. CARCINOGENICITY: Not a carcinogen. 0 SECTION 6 — REACTIVITY DATA STABILITY: HAZARDOUS POLYMERIZATION: Stable Will not occur CONDITIONS TO AVOID: Contact with acids except under controlled conditions. MATERIALS TO AVOID: Reacts with acids to release carbon dioxide gas and heat. HAZARDOUS DECOMPOSITION OR BY-PRODUCTS: Thermal decomposition may release oxides of carbon. 0 • 0667 Page 4 LSECTION 7 - SPILL OR LEAK PROCEDURE STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: Sweep up as much as possible for salvage or disposal. Wash away residue with water. WASTE DISPOSAL METHODS: If material cannot be salvaged, an acceptable method is to dispose of uncontaminated product into a secured landfill in accordance with all local, state and federal environmental regulations. Empty containers may be incinerated or discarded as general trash. ENVIRONMENTAL TOXICITY DATA: 4300 mg/kg (rat) (20% slurry); 6000 mg/kg (rat) (50% slurry); 48 hr LC50-2000 mg/L (Culex sp. larvae or mosquito) HAZARDOUS WASTE 40CFR261: N/A HAZARDOUS WASTE NO: N/A • CONTAINER DISPOSAL: Returnable. SECTION 8 — SPECIAL PROTECTIVE EQUIPMENT RESPIRATORY PROTECTION: None unless dust or mist present - then wear NIOSH approved acid gas respirator for mists and NIOSH approved dust respirator for dusts of this product. EYE PROTECTION: Chemical splash proof goggles if mists are present otherwise safety glasses with side shields. PROTECTION CLOTHING: Rubber apron, long sleeve shirt and pants. VENTILATION: General dilution ventilation. OTHER: Rubber gloves, avoid excessive skin contact. Locate eyewash and safety shower nearby. 0 • 0667 Page 5 SECTION 9 - SPECIAL PRECAUTIONS PRECAUTIONS TO BE TAKEN IN HANDLING AND STORAGE: Use air conveying/mechanical systems for bulk transfer to storage. For manual handling of bulk transfer use mechanical ventilation to remove airborne dust from railcar, ship or truck. Use approved respiratory protection when ventilation systems are not available. Selection of respirators is based on the dust cloud generated. Store in a cool dry area, away from acids. OTHER PRECAUTIONS: Use general room dilution or local exhaust ventilation when excessive dust is expected in the work environment. Sodium bicarbonate is a GRAS (Generally Recognized as Safe) food ingredient. No significant toxicity is expected. SECTION 10 - REGULATORY INFORMATION • SECTION 313 - SUPPLIER NOTIFICATION THIS PRODUCT DOES NOT CONTAIN ANY TOXIC CHEMICALS WHICH ARE REPORTABLE UNDER SECTION 313 OF THE EMERGENCY PLANNING AND COMMUNITY RIGHT-TO-KNOW ACT OF 1986 (40 CFR 372). WHILE ARIES CHEMICAL INC. BELIEVES THE DATA SET FORTH HEREIN IS ACCURATE AS OF THE DATE HEREOF, ARIES CHEMICAL MAKES NO WARRANTY WITH RESPECT THERETO AND EXPRESSLY DISCLAIMS ALL LIABILITY FOR REFINANCE THEREON OF SUCH DATA,AND IS OFFERED SOLELY FOR YOUR CONSIDERATION,INVESTIGATION,AND VERIFICATION. • C4 ' DATE J013 NO. - `:....»r'` 12/6/2013 PROJECT It c6� C E I ,/ E D 1 TECH S E RV k L. LLC Simpkins School Residences 134 Old Main Street South Yarmouth,MA JAN-1-4-207:1-1 BUILDING DEPARTMENT FIELD REPORT BY -- CONTRACTOR UTILITY JJ Welch Wastewater WEATHER TEMPERATURE Showers 48°F PRESENT AT SITE JJ Welch—Butch Crook Cc: Kelly Killeen Time Onsite: 1:45 PM Site Activity: • JJ Welch(JJ) was using a front end loader to unload a delivery truck in the parking lot. • The crew was working on installing electrical conduits and 4"PVC odor control duct. • Butch from JJ Welch stated that they finished top course paving this morning. • Numerous trades were working in the building. IIP Inspection Notes: • Numerous pavement defects were observed(puddles, poor pavement joints, poor paving around castings, etc.) • A roll off dumpster was observed resting on the new pavement. • No work was taking place inside the wastewater treatment building. Butch from JJ Welch told me that they have the interior components but haven't installed them yet. • Minimal amounts of wastewater tank components have been installed (pumps,rails,media, floats, etc.) If you have any questions please do not hesitate to contact us via e-mail kkilleen@chacompanies.com Q- SUBMITTED: Mark Lundin(Project Manager) 1111 Page 1 of 3 erf 411. 6ir1 {'f • Puddles in new top course pavement 1 " • Puddles in new top course pavement : - • Dumpster resting on the new top course pavement OBOE • Puddles in new top course pavement 110 Page 2 of 3 4., 1! • Poor pavement cold joint • Poor paving around clean out castings • v' • • Odor control duct being installed. ,r !1 rL.rcai 1161 it..."'--, 0 Page 3 of 3 'C DATE JOB NO. 12/4/13 26-130 PROJECT TECH SERVICES LLC Simpkins School Residences * E C� E I V E D) 4110 134 Old Main Street South Yarmouth,MA JAN 1 4 2oir f3UILLTNCU DEF�AREMENT FIELD REPORT "Y CONTRACTOR 'UTILITY JJ Welch Drainage/Site WEATHER TEMPERATURE Sunny 25°F PRESENT AT SITE JJ Welch—Butch Crook CC: Kelly Killeen Time Onsite: 9:20 AM Site Activity: Arrived on-site and attended the end of the Construction Meeting. Items mentioned in the meeting: • Discussion regarding removal of excess material from on-site • Fire alarm required in WWTP Building S • Dec. 14th building to be ready for cookie stroll • BOH witnessed Anoxic tank work on 11/29 • Note that As-built to be completed by Welch and then reviewed by CHA Inspection Notes: • Landscape sketch • Work being completed in Anoxic Feed Tank If you have any questions please do not hesitate to contact us via e-mail kkilleen@chacompanies.com SUBMITTED: Donald Rose(Project Manager) • Page 1 of 3 • 111. Installation of Berm ...4/1",..w L1 . i2 ;2 • �r , • ; • • Prepping for top coat asphalt paving is 4 i � k • '�'. • •u. Prepping for top coat asphalt paving • Page 2 of 3 • 11 Imo' 1. �� } I i 2 f IIrl IIi611a•-* • u asumoI .. 1 1& Yeed111 IIS�#,9d '3 1111• I 1 ..... iii::-Tm'-FlI£`!fi:illl1:11:;1.t:�::::111 III.::!:I: :: 1111:: 411:� • Repair of concrete sidewalks • Repair of concrete sidewalks • Page 3 of 3 DATE JOB NO. 10/30/13 26-130 PROJECT RECEIVED � � � � V E TECH SERVICES LLC Simpkins School Residences • 134 Old Main Street South Yarmouth,MA JAN 14 2014 BUILDING DEPARTMENT FIELD REPORT BY ------ CONTRACTOR UTILITY JJ Welch Drainage/Site \V7•:ATHER TEMPERATURE Sunny 45°F PRESENT AT SITE JJ Welch—Butch Crook CC: Kelly Killeen Time Onsite: 10:30 AM Site Activity: Arrived on-site and attended the end of the Construction Meeting. Items mentioned in the meeting: • Barberry bushes for moat areas by walls o Need to confirm what bushes meet the Cape Cod Commission requirements • Control panel location for Anoxic Feed tank • o Michael(Icon) ok with location discussed,noted that control panel cannot be directly attached to hardiboard. • Sloped walk discussion o Alternative to sloped granite o Discussed vertical curbing on low side by sidewalk by street and backfill with stone o To discuss with Kelly(CHA)before giving a formal replay • Catch basin in the middle of drive o Butch suggested abandoning as all other connections to Town drainage had been removed o Would require the CB rim and frame to be removed and structure to be filled o There would be a top coat of pavement over the structure. Inspection Notes: • Welch had pulled back the soil by the proposed wall extension • Curbing and concrete sidewalks had been installed in most locations • Currently raising structures in anticipation of paving to be likely next week • Media for Amph and Alnph+ onsite in front yard • WWTP Building/Tanks o Full of items that are not related to WW works o Wood stumps and by WW Building to be removed as well as other refuse o No further work was evident on the WW tanks 111 Page 1 of 3 If you have any questions please do not hesitate to contact us via e-mail kkilleen@chacompanies.com 41) SUBMITTED: Donald Rose(Project Manager) 11111110 anis �, _{ moa,,:➢£ .d{.ha v e:` n 3gf'Ax` Concrete sidewalks and curbing complete • -mom 3 WW Building and tank covers • Page 2 of 3 0 • • • '' . . . ...... . ..- . ''.•.,,,,,.-....4 ir.,.,,,,•Lr‘64-Z''''..:-..-P4.0", • , _ .: , .H . , '. - :-...--44,i, -,..,, -. 4:,, .:', : . - ., '" -,.--,-.,.. ,;.-.-:i..---., -;•.:., 47-... :..,....,,4......,.. ; = - , _ --,...., ,-E:-..z.,ET:ik,=='-i-,,,- rri --;"..:,' ti ' ' - Ei) ,.--:"._'2- ! '1''i=":-..- V,-=`,-7-iC!---'4,-. .7i7iF2-'7'g cT ,.:'f:i I C) '. ., v ' ' • , a : ' ' ' r '-'• : ''..4.-.-1,7..'Z',,F,,,,...,,...c. Z'.'eal..:4 5..'`.=, 5. ,.:'-..r.: .. ...: . ' . '' ' 1 ``.' • '':-'''- ''wi,:',7"...,-r-.1,,,i,f., • -- 1, i . ' i' r2---„,, 5* -f,.. 1 ....,,-- ) P) o 0,, CD (.•.) Cr . . . - . •-.1 (.0a C.- E1E11 -0 ,, _. ..---,' 1 Mink G.:-. .... , .. -------"-- : . . . :.-.- " 1." .1 -,1 4,,•• illaint • 1 CI A DATE JOB NO. 11/25/13 26-130 I PROJECT `�- TECH S E k Vt .. LLC Simpkins School Residences ; II/ 134 Old Main Street South Yarmouth,MA �� AN 14 ?(J14 FIELD REPORT RUil_DING DEPARTMENT CONTRACTOR JJ Welch Drainage/Site WEATHER TEMPERATURE Sunny 35°F PRESENT AT SITE JJ Welch-Butch Crook cc: Kelly Killeen Time Onsite: 11:30 AM Site Activity: Arrived on-site and attended the end of the Construction Meeting. Items mentioned in the meeting: • Landscape sketch o Provide revised sketch for 3 to 5 bushes as discussed with ICON . Inspection Notes: • Landscaping including trees and hydroseeding had been completed o Note that cold weather may prevent seed from germinating o Site is mostly stabilized • Parking lot needs to be swept and cleaned prior to paving of final coat • Structures raised in anticipation of paving to be complete next week • Media for Amph and Amph+onsite • WWTP Building/Tanks o Items stored to be installed in tanks o No electrical work has been completed at this time o No further work was evident on the WW tanks If you have any questions please do not hesitate to contact us via e-mail kkilleen@chacompanies.com SUBMITTED: Donald Rose(Project Manager) • Page 1 of 3 III .., t,.. . . _ „....., .,.. . . „ ._ . .,. _ .. .._ __.. ...... ..... _ , ..........te,„:„.....,;,„......:;.:„..........;,.......,".„._ &--",„ni.,....:q• , - .' '.'• '•,!,'-.-:::- :. •,,.-...„...„.....• ',,e •.•••'.- •-:1111111i ' „• -„,"1/4-7,...:,.a' . 0-,...-....:,,, . ,. Base Paving and installed landscaped trees •:. ,....• ' .,. I ..." .., . ..' . ;.1.`• „:. ,,, .......,.:?:,,.- ' i ,.• i . ' ... , .,:,- 11 . , ;„....,.. Amaamlarici . ,,,,,•,;T. .. Al. ..:„. . , .. -... ,. .. • . , . . III k4 ,. . ,.. . . . ." ......4 1 .'. ..t',.. '''.'. FS ..-f-I i.1 —' . .,'l'AV ' ' " ' . ...- ....... ." •: , tut, ....,. , .. . ,. -• :., N-.,•• , •: .-.,,, 411 . ....,.: • „\,. ',..,,,ro.: *, * • ,. , •. 1/4\.•;.,_ , ' . ..,,„..*:. - • ,:.'? • . i f ! ' •, WWTP Building Equipment(not installed) .. . ....F...:7„..ww.,,7- • . i., - : ..c.•::...-.......----7,..••, i • . 0 0 1/4 .. :wow! ..41 .,-* ' ' _ , . A..tit4 r^TVS;-.17,-.1.4. • • • - ..• ..,....,,,,,,,,,, . • ' ,.. ', . . . . .—*Mr ...- rtf.:"4-1; --•-: z.'-,- .,.-.- :..,..,,ei*,,,,,'"',•,,.v''' ,<, —,.., ,,,..„,,,,,, . ',,,,,,N1...xi'6,',,,..,•:,!,..,',..,.?;,,!,....;i' r*.' . 5..','?..::-4,:•.-4::‘ ',"-,"::',....la 4.1.• . . .,,jr,,...''''...'''.' ',' ',•.4'.:', '',',".,.r...::::, A,:'::;.....:-..,..z..., ., . . rr..1'7.7.7_,T,73 '- *.,,, .. . ...... *...* ., . . . .. , . ... . ,. Concrete sidewalk and ramp III Page 2 of 3 • int l p•.: .e ';;IFITo .10 yWyt:Ir! 2etlki ' '6111 i[[. 1, 6•fM 1:1 LIE pi f8 it l: - . Landscaping in Front of Building7. • • . . • , • u Fencing for Abutter • Page 3 of 3 RECEIVED • • -1 AUG 142013 4 BUILDING DEPARTMENT Architect's Field Report ,w ICON Simpkins School Residences FIELD REPORT No. 001 0 OWNER 134 Old Main Street ARCHITECT'S PROJECT No.:20909 ❑ ARCHITECT architecture Yarmouth, MA ❑ CONSULTANT CONTRACT: ❑ FIELD General Construction ❑ DATE TIME: WEATHER: TEMP RANGE architecture December 19&20,2012 2:30 pm&8 am Mostly Cloudy,light rain 41° PERCENT COMPLETE: 6% urban design PRESENT AT SITE: General Contractor(31W);Demo(MJ Environmental);Concrete(Superior Concrete);HVAC(National);Fire Protection(Platinum);Demo(Barber Drywall):Testing(UTS); environments WORK IN PROGRESS: ti 1. Concrete Pour,Foundations at courtyard side of new addition. preservation 2. Existing Building Demolition at gym;removal of floor framing 3. Framing,HVAC(duct work),Fire protection on-going OBSERVATIONS: 1. Mock-up new grout at existing masonry— 2. Water damage and cut framing members at upper level floor deck and framing(prior restrooms)of existing central masonry building.Structural evaluation needed. • P.:-. 04%1a. Stud framing underway at exterior wall of existing masonry building;noted as inconsistent with required detailing for air space and continuity of insulation. ICONarchitecture, inc. 38 Chauncy Street Boston,Ma 021 1 1 tel: 617.451.3333 Sfax;617.451.1328 www.ICONarch,com Page 1 of 2 I P _� " w T • - , • h - ..E-- .__I___.. • I 1 ,t i -,.. b. Gypsum Block revealed in corridor walls. 7 • . 0 . , • ire . t , 1 �. : .. . 7161'... 11 4.2 i .Iii 'In f li. I i, d. Exposed framing—cut members and water damaged at location of school restroom. c. Sprinkler Piping installation in progress; noted as prior to approved submittal. ft T ICON architecture,inc. Report By: Janis B Mamayek and Michael Gardenier Distribution: E-mail Richard Hayden,SCG E-mail Gordon Schaaf,DTI E-mail Steve Schmall,JJW E-mail Justin Welch,JJW E-mail Leo Cunningham,JJW In-house File,ICON architecture • Page 2 of 2 A RECE ! \JFD • • rte. " . . • f 111,0 BUILDING DEPARTMENT I,y Architect's Field Report -- _-- Simpkins School Residences FIELD REPORT No. 002 ✓ OWNER ICON 134 Old Main Street ARCHITECT's PROJECT No.:20909 ✓ ARCHITECT architecture Yarmouth, MA ✓ CONSULTANT CONTRACT: ✓ FIELD General Construction ❑ DATE: TIME: WEATHER: TEMP RANGE: February 20,2013 8:30 am Mostly Cloudy 35° PERCENT COMPLETE: 14% PRESENT AT SITE: General Contractor(JJW); Concrete(Superior Concrete); HVAC(National); Fire Protection(Platinum); Drywall(Barber Drywall); Electric(Bayside); Civil Eng(Coler&Colantonio);Structural Eng(STP); Mechanical (WBA); Energy Star(Home Energy Star Raters) WORK IN PROGRESS: _ _ 1. Drywall Framing: layout and boarding, in existing building-all floors. _ 2. Pouring of last of New Addition footing and stair haunches 3. HVAC(duct work), Fire protection on-going,electrical wiring: common spaces and units OBSERVATIONS: 1. At existing boiler room infill-water was observed weeping down interior face of • existing foundation wall at numerous locations from behind the installed green board 2. It was noted by Bruce Torrey of Home Energy Raters that there was a possible air barrier issue at the rim joist at all floors of the existing building as well as a at the top and bottom of the rigid insulation behind the metal studs at the existing building _ exterior wall. 3. Roofing debris was observed in neighbor's yard across the street from the project. 4. Existing building systems to be removed were seen throughout the building. ICON architecture,inc. Report By: Janis B Mamayek and Michael Gardenier Distribution: E-mail Richard Hayden,SCG E-mail Gordon Schaaf,DTI E-mail Justin Welch,JJW E-mail Leo Cunningham,JJW In-house File,ICON architecture ICON architecture, inc. 38 Chauncy Street Boston,Ma 02111 tel: 617.451.3333 fax:617.451.1328 www.ICONarch.com Page 1 of 1 RECEIVED • W p p ,/ Wozny/Barbar&Associates.Inc. �1 l�(Xt`1 CONSULTING ENGINEERS AUG 14. 2013 I Mf g SITE VISIT REPORT BUILDING DEPH-R 04 Date of Report: February 27,2013 Date Visited: February 27,2013 Project: Simpkins School Residences Project#: 11066 Client: ICON Architecture Fax No.: Participants: Joe Krochko,Greg Wozny The following is our site visit report for above-referenced project. This report itemizes observed portions of the installation or items of workmanship and/or materials that fail to meet the contract specifications and should not be construed as having any other purpose but to notify the contractor of visible violations of the Contract Documents insofar as the undersigned was able to perceive on the date noted. Omissions or un-noted items do not constitute acceptance of inferior or incorrect installations. Plumbing 1. The installation of plumbing system is in very early stage. WB&A doesn't have any comments at this time. Fire Protection 1. Please notice that sprinklers shop drawings has not been approved by WB&A. 2. All penetration through metal studs shall be made with sleeves.CPVC piping cannot run without protection through material with sharp edges. 3. Provide sprinkler at the top of tower as specified,relocate attic sprinklers from under the tower to the side of the tower. 4. Relocate all sprinklers from the back of the closet to the side or front,so the sprinkler is not prone to damage or blockage by stored material. 5. Provide seismic restrains. Electrical I. The upper level in the existing building has been rough-in and appears to be near complete. 2. There were no deviation from the plans or specifications that were observed at the time of the walk through. 3. The was no or very little additional electrical work observed in the rest of the building. • 1090 Washington Street,Hanover,MA 02339•TeI 781.826.4144•Fax 781,829.5023•www.wbaengineers.com II11/p&A WoznyBarbar&Associates.Inc. P r l� CONSULTING ENGINEERS SITE VISIT REPORT • Date of Report: April 4,2013 Date Visited: April 3,2013 Project: Simpkins School Residences Project#: 11066 1. Client: ICON Architecture Fax No.: Participants: Joe Krochko The following is our site visit report for above-referenced project. This report itemizes observed portions of the installation or items of workmanship and/or materials that fail to meet the contract specifications and should not be construed as having any other purpose but to notify the contractor of visible violations of the Contract Documents insofar as the undersigned was able to perceive on the date noted. Omissions or un-noted items do not constitute acceptance of inferior or incorrect installations. Electrical 1. The Third Floor rough-in is complete. 2. There appears to be some conflicts with door framing and the location of the unit wall sconces. Verify the location of the unit wall sconces with the Architect. 3. Provide fire stopping. 4. The load center in unit 303 appears to be mounted approximately 76"AFF to the top of the breaker. 1111 Verify that this load center is not subject to ADA/MAAB height requirements. 5. The SER cable that feeds to the load centers appear to run in the ceiling space of the circulation area near the existing auditorium. NEC Article 518 does not allow type NM cable to run through areas of assembly. Verify that the area that the cable is running through is not an area of assemble and if so verify with the Wiring Inspector if they will allow this condition and what may be required to allow this condition,such as a 1-hour assembly separating the assembly occupancy from the NM cable. 6. There were no deviation from the plans or specifications that were observed at the time of the walk through. 7. The was no or very little additional electrical work observed in the rest of the building. • 1090 Washington Street,Hanover,MA 02339•Tel 781.826.4144•Fax 781.829.5023•www.wbaengineers.com • WB&A Wozny/Barbar&Associates,Inc. CONSULTING ENGINEERS SITE VISIT REPORT • Date of Report: May 8,2013 Date Visited: May 6,2013 Project: Simpkins School Residences Project#: 11066 Client: ICON Architecture Fax No.: Participants: Greg Wozny The following is our site visit report for above-referenced project. This report itemizes observed portions of the installation or items of workmanship and/or materials that fail to meet the contract specifications and should not be construed as having any other purpose but to notify the contractor of visible violations of the Contract Documents insofar as the undersigned was able to perceive on the date noted. Omissions or un-noted items do not constitute acceptance of inferior or incorrect installations. Fire Protection 1. CPVC piping penetration metal studs have to be protected. 2. All combustible spaces located above ceiling have to be provided with sprinkler protection. 3. Last hunger supporting pendent sprinkler has to be provided with a clip preventing upward movement of the pipe when sprinkler is activated. 4. Locations of all sprinklers have to be coordinated with surface mounted lighting and detectors. • • 1090 Washington Street,Hanover,MA 02339•Tel 781.826.4144•Fax 781.829.5023•www.wbaengineers.com RECEIVED COLER & AUG 14 2D13 • COLANTONIO EiU1Ll 9E7'A RTM1 N 111;No. 26-110 PROJECT Simpkins School Residences 134 Old Main Street South Yarmouth,MA FIELD REPORT CONTRACTOR CTILITY Sewer WEATHER TEMPERATURE • Clear and sunny 54°F PRESENT AT SITE Coler&Colantonio—Kevin Russ CC: Kelly Killeen Time Onsite: 2:30 PM Site Activity: • JJ Welch installed two components of the Amphidrome Wastewater Treatment System;the 8,000 gallon Final Dosing Tank and the 9,000 gallon Clearwell. • • JJ Welch installed the Anoxic Feed Tank in the courtyard area in between the existing and the proposed buildings. • Photographs were taken and observations were made in the field If you have any questions please do not hesitate to contact me via e-mail kkilleen@col-col.com SUBMITTED: For Kelly Killeen (Project Manager) • Page 1 of 2 S iiii iir f , i,) 8,000 gallon Final Dosing Tank with both risers installed. rii.,zrou-40.-ja.r.ffhi,...48...brai,:timi..1 Iii _.! 2''...s:..-..,..A. et" 4 ... ...„‘ , .7 • •' • '' - ,, ,erioh.n. Is. 1 ttr,rt• - .1.,"' _' - t 'e' 00 i t 4, OOLL' ...• ••Z,„! - •:-.40) , 4r,:e' '.. ..:. . ...• / r ' 1 ', . ... ,v...G..1.•..,. ... • le"'„, re"' -— ._ e 1-.-. •'.1. ' lireirl 11114111N Sir" " - 9,000 gallon Clearwell with one hatch riser installed. AllW:4-47.& _ 1 7tc '' '. N/' S'e.'i. •t , ,,s .,..•t l• • ‘ 1 ,-• Z 1 :10,4. - • .0' , , F`,. / 1 -'.• •--'41 , ' 0ir • .,,, -ti.40 .. . , ,;•<, 4.-- • 1 _fir ' . ' ''''.211efr4 ": f' •ANIKe0.0%16. 1 .• '' ; • < .10' .0-, -..-' el - r -----. Anoxic Feed lank located in the courtyard. Ili . ... ... _. • •;-.z.,,,,,,a, ,... _ -----. - , .,:k, . •:',,,,,, '... NI , • . ,-\' N ',.'4'1 ' , •• ' 1 \. tt,g •..,, .,. , ,,,,, .jari, ---**r :-..,•', 1,‘'N. 1111 ! s..„...',.4, .'"' '..1‘.. ....,„„,‘4,..Z. .: • i., !V- -, ''''''t • 4,4 ..., _ „..... 0131 '.•a :- -;i7,..,P•I''''.... •• -' - Page 2 of 2 COLERc�. COLANTONIO DA' '°a °. 3//22 7/2013 26-130 PROJECT Simpkins School Residences 134 Old Main Street South Yarmouth,MA FIELD REPORT CON TRACTOR UTILITY RECEi / I Sewer ._� N'i:ATuI:R TEMPERATURE Clear and sunny 48° F AUG 14 2013 rRESENT AT SITE Coley&Colantonio—Kevin Russ CC: Kelly Killeer. a U1tDING°�FA�:rrn�"r Time Onsite: 1:00 PM Site Activity: • JJ Welch installed the 8' Amphidrome tank. The ground water was high and made backfilling the structure difficult. Some sand and water had entered into the Amphidrome tank inlets • during the backfill operation. • JJ Welch used a pump to remove the ground water into a square of hay bales with filter fabric draped over the top; this system was very effective to reduce excess sediment entering the access road. The water then ran down the access road to the catch basins. The water carried existing sand from the access road with it into the catch basins. Both catch basins had filter fabric nets installed but both were destroyed. Both catch basins should have new filter fabric nets installed. • Photographs were taken and observations were made in the field If you have any questions please do not hesitate to contact me via e-mail kkilleen@col-col.com SUBMITTED: For Kelly Killeen(Project Manager) • Page 1 of 2 0 Amphidrome structure being backfilled with high groundwater present. - r S q 03/27/2013 `>y. � Hay bales and filter fabric used to filter out the sand from '� tlli w the groundwater that was pumped from the trench. III . __ .. ___. _ .. . ...._ „........r, , ... . .._,.... _,..,... ..., _ _ rr I ` �. sit.. 1 w �r . 4. -,, ,�_� ,. 55 _ The pumped ground water ran to the two catch basins at the end of the access road. • Page 2 of 2 COLER �. COLANTONIO DATE ,TOB NO. 4/3/2013 26-130 PROJECT Simpkins School Residences 134 Old Main Street South Yarmouth,MA FIELD REPORT CONti I'RA("I'OR UTILITY RECEIVED Sewer WEA iHER TEMPERATURE. FAUG 14 2013Clear and sunny 45°F PRESENT AT SITE; 'NG DEPARTMENT Coler& Colantonio—Kevin Russ CC: Kelly lei l leen_ Time Onsite: 12:30 PM Site Activity: • JJ Welch installed one pipe length of UG-2 on the western edge of the system. • The water table had dropped considerably making excavation favorable. • • Photographs were taken and observations were made in the field If you have any questions please do not hesitate to contact me via e-mail kkilleen@col-col.com SUBMITTED: _ For Kelly Killeen (Project Manager) S Page 1 of 2 0 11.1lPnlril°WRIIIIIIIII' IIII •;-..••`7-. ',•l'iir- -• '-- ,, i UG-2 with one pipe length installed,crushed stone fill and filter fabric.STC#1 and DMH#1 are installed in the ••• - ..•• ' / •••.. $.4,. ..-- ' .-T,, , top left of the photo. - ..----....., ----- , .. '-••4- ' '',,:- ----—.-____. .• -., .,. '---'' . ... • ;„, ! . .„,.;.- kiletw's • , ,s , •• 4- -NKr- ---—T.-7z--- -.4(--. 11111.11 Another view of UG-2. • ,•L 1 ' I,1 ..!'.,... .. . . .; oigior' ,e ......"- '' ' ''''', '‘',., „6.•.... 1 .2.4: -, • -' ,..,'_,;'7.-...:*..; . ..\\-.• "r ., A.. P' , , ---. • s' i 4 fir,. .. c ti„ *V),. 1.'., 1 .), r . t .), 4404141 4 . . 1 4 • Page 2 of 2 COLER & • COL/ANTONIO DATE JOB 4/9/2013 26-130 PROJECT Simpkins School Residences 134 Old Main Street South Yarmouth,MA FIELD REPORT CONTRACTOR UTILITY RECEIVED 11 Welch Drainage -- %VEATHER TEMPERATURE Clear and sunny 67°F AUG 14 2013 PRESENT AT SITE 11LDINGDEPARTMENTColer& C:olantonio -Kevin Russ CC: Kelly Killen Time Onsite: I :00 PM Site Activity: • JJ Welch installed another pipe length of UG-2. • JJ Welch began to backfill the utilities inside the western most section of the proposed • building expansion in preparation for the pouring of the concrete slab. • Photographs were taken and observations were made in the field If you have any questions please do not hesitate to contact me via e-mail kkilleen@col-col.com /ill��•.-eye—�/' SUBMITTED: For Kelly Killeen (Project Manager) • Page 1 of 2 • UG-2 installed to its current position,the concrete debri x , , pile will be removed further to accommodate for the next i section. • �.. ,� 4 rtsr_ _ `Ci.•=:!;-,- 4.,. „ - •Elf I,, " The construction crew backfilling,leveling and ._`.( compacting over the newly installed utilities inside the 1 proposed structure. 9, ,.., ,,,, '41 III i\ �►�. ...4 . _ Alb Yl 0912013 13 IS esii_ .. 411 Page 2 of 2 LER • L/ N O CONIO z DATP: ,IOR NO. 4/24/2013 26-130 ENNE[RS/.NO SDENT1575 PROJECT Simpkins School Residences 134 Old Main Street South Yarmouth,MA FIELD REPORT • CONTRACTOR UTILITY JJ Welch _ Drainage REC L E I �R 7 t v :\TITER TEMPF:RATI`RE I.R IC 1e vercast 52°F S P :SENT AT SITE AUG 14 2013 oler& C olantonio Ko.in Russ CC: Kelly Killeen BUILDING_DEPARTMEN F By Time Onsite: 1 1 :00 AM Site Activity: • JJ Welch finished installing UG-2 and was bringing the area to subgrade with reclaimed material. 410 • The 8' amphidrome has some water, sand and other debris in it that should be removed before the system is put into operation. • Photographs were taken and observations were made in the field If you have any questions please do not hesitate to contact me via e-mail kkilleen@col-col.com ",-- 6:-%--A.e...,--- SUBMITTED: For Kelly Killeen (Project Manager) • Page 1 of 3 0 UG-2 completely installed. —„, k. -?..-4A.... • .....•:„ t----:::".:,2. _co, • ;f2rt1/4;.7,-.4_..!::'-',':.,•-',,er-l.- '-- - - -- .. r,. ..4,11 ' , k - , ... N. , "_ .- Wastewater treatment building with interior piping ,ts. ni• being laid out and installed. ---..mirt, • 511111lti Ill!!! 1 1 -------;v i . — ' I; I.. • - -r-- I •. I'b.. • iliii;07 Ile.- ..,,, s 9 glgir It .' 1:„40116A., .'• . si , . , - I lac: 4;-; '''' i '''.**F - . „ ", • , -.'., 4,,' r.1 1:, , '''-- .'..1t.„..•rta,,4 •-ti 71 i 1 ?.i 1 ••---4 4 - ,1 i„.. 0 Page 2 of 3 • luipmenNEIMMOU1, ille11191 8' Amphidrome will need to be cleaned of water,sand and -i," any other foreign materials before being put into operation. ..., 41111111111111 f ,i, - iiiii........e, IN. 'fes 1'x'•., 'y't [� a�: b ,; . irp.' 1. e .ty • r'.-e ..Str ' .),V.a,...,,,,,,' , -11-. * " ,. '-6,• %,.. A l y_-.,.. ., • Page 3 of 3 RECEIVED IP . ilIv1 1 k_ Lp:::________- 1u13I Ail 1 IMENT4 Architect's Field Report — I 0 Simpkins School Residences FIELD REPORT No. 003 Ni OWNER 134 Old Main Street ARCHITECT'S PROJECT No.:20909 ✓ ARCHITECT architecture Yarmouth, MA ✓ CONSULTANT CONTRACT: ✓ FIELD General Construction ❑ r DATE: TIME: WEATHER: TEMP RANGE: May 29,2013 9:30 am Partly Cloudy 70° k PERCENT COMPLETE: 44% PRESENT AT SITE: General Contractor(JJW);Concrete(Superior Concrete); HVAC( National); Fire Protection(Platinum); Drywall(Barber Drywall); Electric(Bayside);GPH (plumbing) _WORK IN PROGRESS: 1. Drywall/Framing: layout and boarding,in existing building-all floors. 2. HVAC(duct work), Fire protection,electrical wiring: on-going in common spaces and units. OBSERVATIONS: 1. Condensers on existing roof do not seem to be installed per documents(min 10'from roof edge as presented to NPS). 2. Pit at WWTB observed to be 1.5" at max depth not 6"per documents. 3. Slab at gym area observed to be not level with adjacent new building slab. III4. Required structural repair for missing concrete beam at SN-2 still not resolved. ICON architecture,inc. Report By: Janis B Mamayek and Michael Gardenier Distribution: E-mail Richard Hayden,SCG E-mail Gordon Schaaf,DTI E-mail Justin Welch,JJW E-mail Leo Cunningham,JJW In-house File,ICON architecture IC t Nig ICON architecture, Inc. 38 Chauncy Street Boston,Ma 02111 t e I: 617.451.3333 • fax:617.451.1328 www.ICONarch.com Page 1 of 3 • • • .P. r —. ITEM 1(condensers in rear of photo) • 1 11111S • 411i/ 1 P4. • n., ITEM 2 • Page 2 of 2 .,.., i •- .1. .11 I 7'1f;•.1;1- : ,::.4%; : 1 I 0 . ,..... . ,,, ...At:4 ' .‘a ,,g‘1,. . ...,.. . I.' 'iliK44 .I .. ....V i . 1..11 ..1 .0 . • ....• . . . 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ITEM 4 • Page 3 of 2 • I DATE JOB NO. 6/20/2013 26-130 TECH SERVICES LLC PROJECT Simpkins School Residences 134 Old Main Street South Yarmouth,MA FIELD REPORT _ CONTRACTOR mull( R G JJ Welch Drainage/Site WESTIIER TEMPERATURE Sunny 76°F AUG 1 Lf 2013 PRESENT Al'SITE B ILDING p'� I CHA Tech Services–Mark Lundin CC: Kelly Kille rty ARTIvIEN7 JJ Welch–Butch Crook '— --- Time Onsite: 12:15 PM Site Activity: • There was not much site work taking place as it was lunch time. • Concrete spoils were observed in the area of the wastewater treatment building. • • There was a portion of the wastewater treatment plant footing that appeared to be undermined. • Permeable Paving areas had some growth in terms of grass, but not sure if the area is being irrigated. • The roadway areas should be swept especially where construction equipment enters and exits the work areas by Old Main Street. If you have any questions please do not hesitate to contact us via e-mail kkillecn@col-col.com % 11 0,0 SUBMITTED: For Kelly Killeen (Project Manager) S Page 1 of 3 • •,, A` • t" •. ",-, Wastewater Treatment Plant Area 400711441111.1 ` ` s i ►. Wastewater Treatment Plant Building Foundation. i`` IN • It was observed that a portion of the footing was undermined. r " • Concrete spoils were observed by the foundation. leP • 1.47.1.00.•-•.‘c , a Permeable Paving Area r ,4'•_ S Page 2 of 3 South West Driveway : South East Driveway 'et _ • -_ _ ._ 4 I � • Page 3 of 3 • DA,E JOB NO. 7/15/2013 26-130 TECH SERVICES LLC PROJECT Simpkins School Residences 134 Old Main Street I' South Yarmouth,MA t I FIELD REPORT iC! E CONTRACTOR UTILITY 1 JJ Welch Drainage/Site W0 14 2013 .1 WEATHER FF%IPERATt RE " Sunny 89° F PRESENT AlSITE BUILDING DEPAR1 MFNT CHA Tech Services—Kevin Russ CC: Kelly Kill Y JJ Welch Time Onsite: 12:15 PM Site Activity: • The proposed main electrical conduit duct bank has been excavated and filled with concrete • up to the main building. • All underground drainage systems have been installed as stated by a project manager on site. • The 8' Amphidrome was almost completely full of stormwater runoff and construction debris. The 3.5' Amphidrome Plus was observed to be partially full of stormwater and runoff. Construction debris were seen floating inside the structures. Both structures need to be cleaned of all silt, sand and miscellaneous debris prior to being put online. If you have any questions please do not hesitate to contact us via e-mail kkilleen@col-col.com SUBMITTED: For Kelly Killeen (Project Manager) III Page 1 of 3 S 8' Amphidrome full of stormwater runoff and ti construction debris. sj" + t F � "SA bei . ..n � '. • Sedimentation washout leading to the Amphidrome Plus (Plywood covering the manhole). .:1111511111111:1-.111:111— S Page 2 of 3 Amphidrome Plus has begun to fill with stormwater runoff. _ .41 ^y Concrete encased electrical conduit. p Page 3 of 3