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0100 BREEDS HILL ROAD (3)
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MET ON PROJECT/-- ,,' �n(�U� I I NAME: � w �S f ADDRESS: 100 (ud) I PERMIT# PERMIT DATE: M/P LARGE ROLLED PLANS ARE IN: BOX ��l0 SLOT Data entered in MAPS program on: BY: q/wpfiles/forms/archive Town of Barnstable Building ' " = nos Musbe%FRe ained�onJob and.;#hisCardMust be Ke t y ,` = Post This Card So That d is.Uisible�From Lhe Street Approved.Pla t �t M16 � . , ere-aericaeoccu , Po Q � . Permit Permit No. B-19-986 Applicant Name: Michael Pellegrino Approvals Date Issued: 05/02/2019 Current Use: Structure Permit Type: Building-Accessory Structure-Commercial Expiration Date: 11/02/2019 Foundation: Location: 100 BREED'S HILL ROAD, BARNSTABLE Map/Lot 314-023 Zoning District: SPLIT Sheathing: Owner on Record: S-L SNACK MA LLC g COntractor'Nae Michael C Pellegrino Framing: 1 A s t Address: PO BOX 32368 E Contractor License '952216 2 CHARLOTTE, NC 28232 Est Pr�oiect Cost: $ 150,000.00 Chimney: Description: Modular restroom facility with four fixtures, (2 men-s,&,Women's Permit e`e: $ 1,515.00 441 � ;- Insulation: plus a utility sink) FeePaid $ 1,515.00 Project Review Req: _ Date ' 5/2/2019 Final: Plumbing/Gas a Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by�this permit is commenced within six months after issuan Final Plumbing: All work authorized by this permit shall conform to the approved applicabo anddlthe�approved construction documenfsfor which this permit has been granted. All construction,alterations and changes of use of any building and str�uures,shall be in compliance with the local zomngby laws and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public mspecti on for the entire duration of the work until the completion of the same. Is Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fir,Officials areXprovided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work.,` ' 1.Foundation or Footing �: ' Service: 2.Sheathing Inspection F s 3.All Fireplaces must be inspected at the throat level before firest flue;Iming is stalled Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Final: 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth'in MGL c.142A). Final: Building plans are to be available on site . Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: i A WHITE INCORPORATED® CONSTRUCTING WITH KNOWLEDGE. SERVICE WITH INTEGRITY AND SAFETY® SINCE 1920 New England Operations 28Jun2019 The Schrafft's Center Power House 529 Main Street,Suite P-200,Room 344 Charlestown, Boston MA 02129 JJW PROJECT# 19-NC-0143 // TEL:857-203-8726—Mobile:610-909-6234 PROJECT: CAPE COD CHIP—PROJECT SEASIDE PHASE 1 8U,<ZING Snyder's Lance Incorporated/Campbell Soup ®�Pr 100 Breed's Hill Road Hyannis, MA 02601 TOW SUBJECT: Construction Control Package—Permit Number B-19-986 N 0F8,g81VST gBCE TO: Ed Bowers, Building Inspector Barnstable, MA FROM: Michael Pellegrino DISTRIBUTION: ary Luck, Brianna Murphy,Jim White,Jim Daley,Jim Gallagher,Jeff Spooner,Chas Ricciardi,Gary K PURPOSE: The following is the Construction Control Package for the Cape Cod Chip, Project Seaside, Modular Restroom, Phase 1 Project located at the address above. KEY DISCUSSION POINT: N/A CONSTRUCTION MANAGEMENT GENERAL&MECHANICAL CONSTRUCTION PHILADELPHIA,PA HVAC SERVICE/FACILITIES MAINTENANCE&OPERATION NEW CASTLE,DE EXCHANGER HYDROBLASTING/EXTRACTION SERVICES WHITING,IN API TANK CONSTRUCTION&REPAIR ELECTRICAL,SOLAR&RENEWABLE ENERGY ST.PAUL&ROCHESTER,MN www.jjwhiteinc.com Town of Barnstable HE t�o Building Department Services Brian Florence,CBO BABgABLE, Building Commissioner 6naa a 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Construction Control Package Site Address: A' ( `S 4lLL JZ6j6.V , {4Y4.P rJLe�.. . M A. D ZCpo 1 Architect/Engineer: S4t��2' .-T�- ,. Name: Flz�b4jl<j 'P lHi%-► WO M P170I H�Abfft Address: _ 01 A-4V4U4IL'L iZU/6-10. Mysr3ow-t, PA, o n i'3 Telephone: q'76 4 `75'Z., - Z I I U ,t Email: R:!a. r i7 efvC C4 tt'1 � r Contractor: Name: Address: ��I Mt10 :�i Vim' , I?WO E �' S"� �; lti'J.�, deAl 1 Telephone: 61 O - g o Q Email: ?eLL a4 Po CJ�l.jwi-f-1... _C�H Owner: 5'►-)�(n �S C 6•k�C;i 10C. -::6 �l�I r ► ti Name: 1-E�121d _S I�(��i An-I� I � �s 14W.JNl� Address: . CA h )6&J j PJ 68(03 Telephone: 6 ZP z �2 Email: � �. s �I c(-iAIZI7 y JJ WHITE INCORPORATED® CONSTRUCTING WITH KNOWLEDGE. SERVICE WITH INTEGRITY AND SAFETY.® SINCE 1920 Initial Construction Control Document Structural Foundation II CONSTRUCTION MANAGEMENT GENERAL&MECHANICAL CONSTRUCTION PHILADELPHIA,PA HVAC SERVICE/FACILITIES MAINTENANCE&OPERATION NEW CASTLE,DE EXCHANGER HYDROBLASTING/EXTRACTION SERVICES WHITING,IN API TANK CONSTRUCTION&REPAIR BOSTON,MA ELECTRICAL,SOLAR&RENEWABLE ENERGY ST.PAUL&ROCHESTER,MN www.hwhiteinc.com Initial Construction Control Document 1 20ls ' To be submitted with the building permit application by a R%STNBLE Registered Design Professional 1��N OF BN for work per the ninth edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title:Cape Cod Chips-Tour Renovation Date:06/25/2019 Property Address: 100 Breeds Hill Road Hyannis,MA 02601 Project: Check(x) one or both as applicable: X N_e_w construction Existing Construction(Alteration) Project descriptio<N:e::w:0utdoor Restroom Foundations at the Cape Cod Chips Facili I Tomasz Kisiel, MA Registration Number: 52427 Expiration date: 6/30/2020 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural X Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best::of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that, I (or my designee) shall perform the necessary professional services and be present on the construction site on.a regular and periodic basis to: 1. 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. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. 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 approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Constructi jN OF Document'. • MAssq Enter in the space to the right a"we;" or o`' oy � TOMASZ N electronic signature and seal: K�S� o y Ob/z ?.o19 Phone number:413-858-3419 Email:kisiel®dennisgroup.com Building Official Use Only �FSS/oNAI ENG`e, Building Official Name: Permit No.: Date: Note 1.Indicate with an'x'project design plans,computations and specifications that you prepared or directly supervised.If'other'is chosen,provide a description. Version 01 01 2018 A WHITE INCORPORATED® CONSTRUCTING WITH KNOWLEDGE. SERVICE WITH INTEGRITY AND SAFETY.® SINCE 1920 Construction Control Progress Checklist CONSTRUCTION MANAGEMENT GENERAL&MECHANICAL CONSTRUCTION PHILADELPHIA,PA HVAC SERVICE/FACILITIES MAINTENANCE&OPERATION NEW CASTLE,DE EXCHANGER HYDROBLASTING/EXTRACTION SERVICES WHITING,IN API TANK CONSTRUCTION&REPAIR BOSTON,MA ELECTRICAL,SOLAR&RENEWABLE ENERGY ST.PAUL&ROCHESTER,MN www.j whiteinc.com Construction Control Progress Checklist To be submitted at completion of required site reviews for construction progress per the ninth edition of the Massachusetts State Building Code, 780 CAM,Section 107 Project Title: Date: D Permit No! 1 f3 " Property Address: l®t) `�1zg 15 +41V— .V-V&V �-��a��l A► 0 I M 1640AL G Q G91► 0 P q 5Z2i l4 v-131 r Z.v 11 I, MA Registration Number: Expiration date: am a registered design professional and I or my designee have observed the following work, and to the best of my knowledge, information, and belief the construction work indicated below has been performed in a manner consistent with the approved plans and specifications: ' Re niredSite Review;and Documentation forPortions or aces of Col' tsadion to be' raied. 'the a' ro riatelb t`ifed eel rofessioiial orhl?s Tier "ee cs'lvl:G.L a.112§81R coiura� ^:' _ Site Review and Documentation '':X,w Site Review and Documentation X Soil condition and analysis Energy Efficiency Requirements Footing and Foundation,including Reinforcement and 1'''-.=7•.' Fire Alarm Installation z `. Foundation attachment ; > >: Concrete Floor and Under Floor "'; Fire Suppression Installation Lowest Floor Flood Elevation Field Re orts5 - Structural Frame-wall/floor/roof ,1'• Carbon Monoxide Detection Systemsi, Lath and Plaster sum :;5= : Seismic reinforcement `_.'.". Smoke Control Systems(Special inspection per sections 909.3 Fire Resistant Wall/Partitions framing and909.18. Fire Resistant Wall Partitions finish attachments Smoke and Heat Vents Above Ceiling inspection ' Accessibility 521 CMR Fire Blocking/Stopping System Other: Emergency Li tin Exit Signage Means of Egress Com onenets 4,-,4 Special Inspections(Section 1704): Roofin&co in S stem _ Venting stems 2qtEhen and cleanouts,chemical,fume Mechanical Systems 1.Indicate with an the work you reviewed for compliance with the approved plans and specifications and describe in detail below. 2.Include NFPA 72 test and acceptance documentation 3.Include applicable NFPA 13,13R,131),14,15,17,20,241,etc.-test and acceptance documentation 4.Include NFPA 720 Record of Completion and Inspection and Test Form 5.Include field reports and related documentation 6.Nothing contained within construction control shall have the effect of waiving or limiting the building official's authority to enforce this code with respect to examination of the contract documents,including plans,computations and specifications,and field inspections. Description of Construction Work Observedfi a. Describe in sufficient detail the work (i.e. foundation steel reinforcing,kitche a location on the project site,and list if applicable,the submittal documents that p petted. Enter in the space to the right a"wet"or A < electronic signature Uand seal: No.95 Phonenuml�r.�a-1 Email -U-:rr6V-IWo A0W1rf, 60MN� Building Official Use Only q�Ty OF�PSgP Building Official Name: Date: Version 01 01 2018 JJ WHITE INCORPORATED® CONSTRUCTING WITH KNOWLEDGE. SERVICE WITH INTEGRITY AND SAFETY.® SINCE 1920 Description of Constructio n Work Observed CONSTRUCTION MANAGEMENT GENERAL&MECHANICAL CONSTRUCTION PHILADELPHIA,PA HVAC SERVICE/FACILITIES MAINTENANCE&OPERATION NEW CASTLE,DE EXCHANGER HYDROBLASTING/EXTRACTION SERVICES WHITING,IN API TANK CONSTRUCTION&REPAIR BOSTON,MA ELECTRICAL,SOLAR&RENEWABLE ENERGY ST.PAUL&ROCHESTER,MN www.jjwhiteinc.com JJ WHITE INCORPORATED® CONSTRUCTING WITH KNOWLEDGE. SERVICE WITH INTEGRITY AND SAFETY® SINCE 1920 New England Operations The Schrafft's Center Power House 529 Main Street,Suite P-200,Room 344 Charlestown,Boston MA 02129 28Jun2019 TEL:857-203-8726—Mobile:610-909-6234 JJW PROJECT# 19-NC-0143 PROJECT: CAPE COD CHIP—PROJECT SEASIDE PHASE 1 Snyder's Lance Incorporated/Campbell Soup 100 Breed's Hill Road Hyannis, MA 02601 SUBJECT: Modular Restroom Facility—Description of Construction Work Observed TO: Ed Bowers FROM: Michael Pellegrino DISTRIBUTION: Gary Luck, Brianna Murphy,Jim White,Jim Daley,Jim Gallagher,Chas Ricciardi,Jeff Spooner, Frank DiMando PURPOSE: The purpose is to document the description of the construction work observed pertaining to the Modular Restroom Facility. KEY DISCUSSION POINT: The standalone modular restroom facility was constructed by Shea Concrete, Inc.and lifted into place at the Cape Cod Chip.facility on 26Jun2019. The structure is a precast concrete building, insulated with single unit mechanical systems in each facility. The Men's Room has one water closet; 1 urinal; 1 sink;and 1 baby changing station. The Women's Room has 2 water closets, 1 sink and 1 baby changing station. All utilities supporting the facility tied into the main building,with the power and water coming in on the south-east corner, running to the middle of the facility where there is a utility tie in spot. The sewer lines tie together inside the building and run out of the building at the South-east corner into the new 6"sewer line installed as part of the overall program. Lighting is LED,exterior lighting added are motion controlled,there is a shared water heater. CONSTRUCTON OBSERVATION OF THE PROJECT: The construction observation included the following activities: • Excavation for the foundation—The excavation of the foundation began with the removal of the soil to allow for the installation of the utilities. These utilities run from the North-East corner of the existing conference room under the existing foundation. The detail associated with the running of these utilities under the foundation followed the details provided by the Dennis Group including the packing of concrete under the existing building footing. • Plumbing—Installed by United Heating and Plumbing,the waterline is a 1-1/2"continuous copper line with one joint. The pipe runs greater than 4'0"below grade to protect it from freezing and is covered with sand to avoid damage during the backfill operations. The pipe was pressure tested and inspected by the Plumbing Inspector. CONSTRUCTION MANAGEMENT GENERAL&MECHANICAL CONSTRUCTION PHILADELPHIA,PA HVAC SERVICE/FACILITIES MAINTENANCE&OPERATION NEW CASTLE,DE EXCHANGER HYDROBLASTING/EXTRACTION SERVICES G,IN API TANK CONSTRUCTION&REPAIR WHITING, BOSTON,MA ELECTRICAL,SOLAR&RENEWABLE ENERGY ST.PAUL&ROCHESTER,MN www.jjwhiteinc.com JJ WHITE INCORPORATED® CONSTRUCTING WITH KNOWLEDGE. SERVICE WITH INTEGRITY AND SAFETY& SINCE 1920 • Electrical—Electrical feeds to the building followed the same path as the plumbing. There are two conduits going to the building including 480V and a Low Voltage. • Footings—The location of the footings was verified by an independent survey company to assure compliance with the location plan provided by Dennis Group. Forming of the footings including the re-bar is in accordance with the Structural Documents prepared b Dennis Group. The concrete was tested b a testing laboratory to be sure it met the requirements p P Y p Y g Y q specified. Forms were removed 48 hours after the pour was complete. • Foundation Walls-Forming of the foundation walls including the re-bar is in accordance with the Structural Documents prepared by Dennis Group. The concrete was tested by a testing laboratory to be sure it met the requirements specified. Forms were removed 48 hours after the pour was complete. • Backfill of Foundation Walls—The backfilling effort simultaneously filled the inside of wall and outside of wall to assure no damage occurred by overloading the concrete structure in the horizontal direction. There is a 2"foam insulation lining the entire depth of the frost wall. Crushed stone capped off the filling in of the foundation walls,where the plumbing contractor laid their sewer lines. • Building Installation—The building came pre-manufactured and therefore the construction observation for that portion of the work was handled by Shea Concrete. A White, Inc.ordered a turnkey product from Shea Concrete. The 72K pound building was lifted into place by Baxter Crane on 26Jun2019. • Plumbing Hook-ups—The hook-up of the water and sewer lines were part of the construction observation and have been inspected by the Plumbing inspector. • Electrical Hook-ups-The building itself came pre-wired;the final connections were made by Hallmark Electric including the installation of the transformer. Security and Fire-Alarm were both installed in total by Hallmark Electric or one of their sub- contractors. All construction activities related to this facility followed the construction documents without deviation. CONSTRUCTION MANAGEMENT GENERAL&MECHANICAL CONSTRUCTION PHILADELPHIA,PA HVAC SERVICE/FACILITIES MAINTENANCE&OPERATION NEW CASTLE,DE EXCHANGER HYDROBLASTING/EXTRACTION SERVICES WHITING,IN API TANK CONSTRUCTION&REPAIR BOSTON MA ELECTRICAL,SOLAR&RENEWABLE ENERGY ST.PAUL&ROCHESTER:MN www.jjwhiteinc.com JJ WHITE INCORPORATED® CONSTRUCTING WITH KNOWLEDGE. SERVICE WITH INTEGRITY AND SAFETY.® SINCE 1920 Ninth Edition 780 CMR 107 , 6 Construction Control Document • A White, Inc.—Constructon Manager • Shea Concrete—Modular Building Manufacturer • Hallmark Electrical Systems, Inc.—Electrical/fire alarm and security subcontractor • United Plumbing and Heating—Mechanical systems and plumbing subcontractor • Alarm New England—Fire Alarm subcontractor CONSTRUCTION MANAGEMENT GENERAL&MECHANICAL CONSTRUCTION PHILADELPHIA,PA HVAC SERVICE/FACILITIES MAINTENANCE&OPERATION NEW CASTLE,DE EXCHANGER HYDROBLASTING/EXTRACTION SERVICES WHITING,IN API TANK CONSTRUCTION&REPAIR BOSTON,MA ELECTRICAL,SOLAR&RENEWABLE ENERGY ST.PAUL&ROCHESTER,MN www.hwhiteinc.com Ninth Edition 780 CMR 107.6 Construction Control Document Construction Contractor Services Certification Pursuant to Section 107.6.3 Name of Contractor: JJ 1 j If a Corporation,name of responsible Corporate Officer: If a DBA or Partnership,name of individual: I hereby certify that, to the best of my knowledge and belief, construction performed under permit number `V•-H-6(8 (P issued on '5 ~7A�11 has been completed in substantial accord with the approved construction documents, with all pertinent deviations specifically noted per Section 107.6.3 of the Massachusetts State Building Code(780 CMR),9th Edition Base Volume. Name of Project: t--W Address of Project: too 131ZgGV,5 WCL 00"f UVI&IJ U I S � "15C M.&® I List of Pertinent Deviations: Vou F- , Print Name: C d •- �� �OS CONS'%,,. Signature: •••• •oM N• s Date: : m 1 *g Notarized by: s Standard Notary Statement: J�,�;;usE .��a This document shall be submitted to the Responsible Registered Design Professional (RDP) and, when requested,to the Building Official in accordance with 780 CMR section 107.6.3(9th edition) at the completion of all construction projects performed pursuant to 780 CMR Section 107.6 Control Construction. Ninth Edition 780 CMR 107.6 Construction Control Document Construction Contractor Services Certification Ptirsuant to Section 107.6.3 Name of Contractor: Shea Concrete Products, Inc. If a Corporation,name of responsible Corporate Officer: Gregory Stratis, President If a DBA or Partnership,name of individual: I hereby certify that, to the best of my knowledge and belief, construction performed under permit number s-19-986 issued on 05/20/2019 has been completed in substantial accord with the approved construction documents, with all pertinent deviations specifically noted per Section 107.6.3 of the Massachusetts State Building Code(780 CMR),9t Edition Base Volume. Name of Project: Cape Code Chip Modular Restroom Address of Project: 100 Breed's Hill Road, Hyannis, MA 02601 List of Pertinent Deviations: NIA Print Name• Gregory Stratis__ Signature: Date: 06/2712019 Notarized by.- Standard Notary Statement: This document shall be submitted to the Responsible Registered.Design Professional. (RDP) and, when requested,to the Building Official in accordance with'780:CMR section 107.6.3(9th edition).at the completion of all construction projects performed pursuant'to 780 CMR Sectioli 107.6 Control Construction. �.as�a»�-.r.•Ga.,�,,.vi..:�sysas ..csn,2. ;g\ DEGOR-AN A AI_PHONS Cn Not,1ty Pliblic t coo MONWD-0( i U A SX.-.'-IuMri S My Commission ExNit's r �J Jan u .i3 ?07.3 Ninth:Bdit�+�n 760Construction C; ntrol, c nent CotisrucNott Ca:�tYarror Serpfces�CCertffi�atttrn PurBuanfi tv BecNcnt 3A7'b.3 Name of.Contractor R&A If a Corpoxatiom name+of resgonsible'porporao P.il . If a 0A or P nersf*name Of ind v duw I hereby cerdfy that;to the best of m fanO' Ie' ge:s#nd belief, coxestruct on performed'u nder_permit,numbeir f�i �Crs • iss�ied on` has beets connpfet�d fn svbstantud ac�corci the egpmved constructionocuzitertb, h►fth all t percent deviatioais spIficaffy noted per "extian of tiffs Massacltusetb State-8 ufding Code{'8U Civ j,9 titan Bay Yofume. Nanseofine& Addres$of Prolecr, dt� 'S141 tDevfa ne� _at.o =P en tie tri f � print Name: m" :L Signatiue; Date: , Natarized.by'' r .;CROPi jU �ttn'ard Notary*i ement', 'Phis document shelf be submitted to tho Respons€ble iteTstered Desfs Y?rvfesstorial (tDP) and, when (requested, the Building Official ii accords ti►ith 78U t�section 2#1 f+.3(9�edition)at the coinpletfarr of , a�f construrl3v t pro}ccts Mr rmed par,uant bo 78Q Clvift Se�tion'Tt}7 b-Co tt`ol Constni ctimt, Ninth Edition 780 CMR 107.,6 Construction.Control Document Construction Contractor Services Certification Pursuant to Section 107 6.3 Name of Contractor. _United Piumbing & 14eat.� ,ng, ink If a Corporation,name of responsible Corporate Officer: Melissa A. Olean, President If a DBA or Partnership,iname of individual: I hezeby certify that, to the best of any knowledge and belief, construction performed under permit number -�b� issued on -Z L{� has been completed in substantial accord with the .approved construction documents, with al'! pertinent deviations specifically noted per Section 1076.3 of the Massachusetts State.Building Code 1780 CMR),9&Edition Base Volume, Dame of Projece. Address of Project: _1 q_'ISeW-*47 zS H4 A,"Ag Y&:4 w S �-1 N U':�-&( # List of Pertinent Deviations: Print Name: Melissa A. Olean ignature: Date: - Notarized by: Standard rotary Statement ` This document shall be submitted to the Responsible Registered Design Professional requested,to the wilding Official in accordance with 780 CMR-section 107.6.3("edition)at:the Lrompl�bon of aIi construction projects performed pursuant to 780 CMR Section 107.E Control Construction. f Ninth Edition 780 CMR 147.6 Construction Control Document Cwjstruction'Contractor Services CerhJicatrvn Prtrsttunt to section 207:63 Name of Contractor! if a Corporation,name of responsible Co.. orate Officer If a DBA or Partnership,name.of individual: 1 hereby certify that, to the tt:st of MY knowledge and belief,construction perforrr►ed untie: permit�umbe:S.ili- .._�_ issued on �`Z �{c has been completed In substant9al accard with the approved construction documents, wlth all pertinent deviations spec iically notes! per �rtion 107.6.E of tite Mass;►chusetts State Building Code(780 CMR),9u%Edition Base Volume. Name of Project Address of Project: List of Pertinent.Deviations: 'lr'���a� ,°�.�"�.,; • ....gyp 9t / a., s Print Names Sgnatur_c•..�.,,.��,_ � ti _ 4 . �-?iutxirixed t,y: - _ { .and, t Votasv 't�- 5 e l rn en, i:;C rc ttrven aaYl be submitted to tic Res)o?ssFbfe.Re�fsteecd Des uvrc Professional.' Dr) arid, when reoucaks d;tt,�h ;i3uildMg CJ cial in accordance with 7g0-Cd�4R seCkion ii}7.6.3(0thedibon}_at Lie rompletian of n1i eanstruetfon proiect5 performer pursuant to 780 CIMR Section 107:6 Control Constrcctian. JJ WHITE INCORPORATED® CONSTRUCTING WITH KNOWLEDGE. SERVICE WITH INTEGRITY AND SAFETY& SINCE 1920 Final Construction Control Documents CONSTRUCTION MANAGEMENT GENERAL&MECHANICAL CONSTRUCTION PHILADELPHIA,PA HVAC SERVICE/FACILITIES MAINTENANCE&OPERATION NEW CASTLE,DE EXCHANGER HYDROBLASTING/EXTRACTION SERVICES WHITING,IN API TANK CONSTRUCTION&REPAIR BOSTON,MA ELECTRICAL,SOLAR&RENEWABLE ENERGY ST.PAUL&ROCHESTER,MN www.jjwhiteinc.com I Final Construction Control Document 4 To be submitted at completion of construction by a Registered Design Professional for work per the 91h edition of the Sye�, Massachusetts State Building Code,780 CMR, Section 107 Project Title: Cape Cod Chip Modular Restroom Date: June 27,2019 Permit No. Property Address: 100 Breed's Hill Road,Hyannis,MA Project: Check(x)one or both as applicable: XX New construction Existing Construction Project description:Construction of Precast Concrete Modular Restroom,Building I, Robert Desrosiers, MA Registration Number: 36770 ST Expiration date: June,2018,am a registered design professional, and I have reviewed all design and installation plans concerning: Architectural XX Structural Mechanical Fire Protection Electrical Other:Describe for the above named.project. 1,or my designee,have performed the necessary professional services and was present at the fabrication site on a regular and periodic basis for Third Party Inspections..To the best of my knowledge, information,and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, 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. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been 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 was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. ��Fh�ZH OF.ass Enter in the space to the right a"wet"or o ROBERTM.: p-SI3OSIERS . electronic signature and seal: 5 pIICT G770 Phone number: 508-046-3561 (ASAP Engineering) Email: robdesrosiers.asap@veriion.net Building Official Use Only Building Official Name: Pennit No.: Date:, Version 06 11 2013 Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional for work per the ninth edition of the Massachusetts State Building Code; 780 CMR,Section 107 Project Title: Date: Permit No. Cape Cod Chfp Modular Reslroorn Property Address: 100 Dreed's Hill Road,Hyannis,MA 02601 Project: Check(x)one or both as applicable: (--IVew constructiwi,' Existing Construction Project description: l MA Registration Number: Expiration date: ,am a registered design professional,and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning.- Architectural Structural eclianical� Tire Protection EIectrical Other:Describe for the above named project. 1,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis.To Elie best of my knowledge,information,and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 9. Have reviewed,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. 2. Have.performed.the duties foil registered.design.professionals.i►1780 CMR Chapter,l7,as ap}ili�able. 3. Have been presetut at intervals appaoidate to the stage of construction to become generally familiar with tine progress and duality of the work and to determine if the work was performed in a manner consistent .. with the construction documents and this code. I Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a"wet"or electronic signature and seal: JAMES B. CROWE YCENSE NO. 17168A Phone number: (978)453-6696Emait: p.mcdonagh@cro``veelectric.com Building Offidel Use 0111Y Building Official Name: Permit No.-, Date: Version 01_01_2018 f i Final Constructor Con.tt4l Document To 6e subn-d t d t completion of.combuc8on by a Regbtered Design 1'rofessioinal for work per the.ninth edition of the Massacliuse.m State$ui1dfng`Code;:7so Clot,Section 107 Project Title: Date: PerautNo. Property Address; Projectq Check(x):one or bath as applicable. New_construction. Existing Cotist mction � Ftvject description: 1 u Registrad Number; Expiradott date: ,ant a registered design professipnat,and l have. prepared or dit'ectly sutpecvised the preparation of all design plans,comp tatfons and spedf.cationsconceming.. Mchitectural'. Structural Nfechankat. Fire l?rotectioi IJectrlcal Other,Describe .for the above_named groJeck. L or my designee,have performed the necessary Y.professional services and was, present at the construction site on a regular.end periodic basis.�'o the best of my.latowledga,ijnforrnatonf and belief the wont proceeded in accordance with the requirements of 7:8 CMR and tie desig<S,d ume►zts approve t as part of the builduig permit and that I or my gnee.l. 1. Have sevrewec for_confor:xisncQ to this code and the design coneepiy shop drawiutgs,samples and other submittals by the contsractonin accordance with the requiretnertts of die construction documents: z .:Have performed the duties fC r registered desigan professionals in 780 CMR Chapter 17,,as applicable: 3:. Have been presentat interves appraftriate to the stage of consiruetian to.becort :generally familiar with the.,progress and quality of the work and 0..deft: ..iris if the work was�rforened�a manner consistent Witt,the construction:docui ents aAd this:code.. Notting in tfiis document relieves the contractor of its responsibility.reprding provisions of 780 CMft'107., Enteric►the space to tie right a``wet"or electibidc signature:and seal: y Phone ztumlrer: Email: c . AK ��� r easy; ,� 8�ritifiq of"ldat We Only 6uildi g(TEftria:E>fYame: Pfrolt No.; Date:_ Ycrsion a jt�2©1t... _ 0 Eliza Cox Direct Line: (508)790-5431 Fax: (508)771-8079. E-mail: ecox@nutter.com March 7, 2019 0117702-00001 , --4 Brian Florence, Building Commissioner ; ' o Town of Barnstable ' 200 Main Street ;x, Barnstable, MA 02601 _ A ;XV Re: Cape Cod Potato Chips - 100 Breeds Hill Road, Barnstable (th: "Prop") Site Plan Review#075-17 Revised Dear Brian: This correspondence is submitted on behalf of S-L Snacks MA, LLC (hereafter, "S-L"); owner of the Property, with respect to the proposed project at the Cape Cod Potato Chip plant. The scope and scale of the currently proposed project(hereafter the "New Project"), which is described in the February 20, 2019 Site Plan Review approval letter, copy enclosed, is significantly smaller than the original project proposed on the Property which was reviewed and approved by the Cape Cod Commission.I `I understand from speakingwith my client that`there'was a{questiotiatthe February 95 2019 informal Site Plan Review riieetmg'as to whether`the T1ew Project required any type of Cape Cod Commission review and/or a modification of the CCC Decision. The answer to that question is no. The New Project does not trigger or exceed any of the Cape Cod Commission's jurisdictional thresholds; namely, here, it does not increase the gross floor area by 10,000 or more square feet, and it does not represent a change of use of 10,000 or more square feet of gross floor area. Moreover;the New ProjectJs�not a°pliase of the development approved in the CCC Decision.° Rather`, at this time in client-has elected to not exercise the;CCC Decision and to l proceed;instead, with the-New Project. Should its plans change in the-future.such that it wishes to pursue the development described in the CCC Decision or another development that exceeds a Cape'Cod Commission threshold; S-L understands that it may need to either first amend the CCC Decision and/or fo apply anew to the Cape Cod Commission: ` See Cape Cod Commission Development of Regional'Imp act-Scoptng Decision dated July 6,1617(CCC Project No:#LR17008)(hereafter,the"CCC'Decisioh"):'Please-note that construUfion under the CCC'Decision'was never commenced and, as such,the decision has not been exercised. Nutter McCtennen &,Fish LLP / 1471 lyannough Rd, P.O. Box 1630 / Hyannis, MA 02601 / T: 508.790.5400 / nutter.com J s • ! r Brian Florence, Building Commissioner March 7, 2019 Page 2 I hope that this letter is responsive to the comments at the informal Site Plan Review meeting. Should you have any questions or need additional clarification, please do not hesitate to contact me. Thank you very much. Very truly yours, Eliza Cox EZC: Enclosure: Site Plan Review Approval Letter dated February 20, 2019 cc: Ellen Swiniarski, Site Plan Review Coordinator(w/encl.) S-L Snacks MA, LLC (w/encl.) 4426609.2 RA CHARLES D. BAKER GOVERNOR Commonwealth of Massachusetts EDWARD A. OF CONS C UNDERSECRETARY OF CONSUMERER KARYN E. POLITO AFFAIR S AND BUSINESS LIEUTENANT GOVERNOR Division of Professional Licensure REGULATION MIKE KENNEALY Board of Registration of Architects CHA% BORSTEL SECRETARY OF HOUSING AND 1000 Washington Street • Boston • Massachusetts • COMMISSIONER,DIVISION E ECONOMIC DEVELOPMENT g B M 02118 PROFESSIONAL LICENSURE March 19, 2019 MAR 20 Michael C. Pellegrino 330 Shelbourne Ln. Phoenixville, PA 19460 Dear Mr. Pellegrino: The Board of Architects is pleased to inform you that you have been granted licensure as an Architect by the Commonwealth of Massachusetts. Please allow 4-6 weeks to receive your physical license. If you ordered a wall certificate, it will be issued after the next scheduled Board meeting in March 2019. • Your license number is 952216—AR—R and has been issued on March 19,2019. With this notification you have the authority to have a Commonwealth of Massachusetts's seal created that will be imprinted with your name and registration number. This seal is to be used on all documents prepared by you, or are under your direct supervisions The Board has authorized the use of the design of the seal stamped hereon. Your name is to be put at the top of the inner circle, along with your license number(the numbers only, as underlined above), and the city and state in which your office is located. The seal may be obtained from any office supply or stamp company of your choice. The seal shall be a minimum of one and one half inches in diameter. In lieu of a physical seal, a registered architect may also use a digitized/electronic seal(computer generated image). Congratulations and best of luck. Sincerely, a John E. Hill, Jr. Program Coordinator III ' �A TELEPHONE: (617)727-3229, FAX: (617)727-0137 TTY/TDD: (617)727-2099 http://www.mass.gov/dpl Town of Barnstable Building post ThisCardSo That rt;IsVisible Fromrythe Street A roved PlansMustbe Retamed�on Job and thisCardMust b,e.Ke t . MR2itTPABI�. :' :`�•�;;':'. �` ' Pp p z: nr POsted Until Finales ecton HastBeenINlade , , . °� 10.3 �� w z Permit " ear Where a Certificate of..Qccupanc,' isRe `u�red such Build�n shall Not be,Qccu ied,unt�l aFinal Iris eetion has been made ' a�.E?,A�� :� Permit No. B-19-695 Applicant Name: Michael Pellegrino Approvals Date Issued: 03/13/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 09/13/2019 Foundation: Location: 100 BREED'S HILL ROAD, BARNSTABLE Map/Lot: 314-023 Zoning District: SPLIT Sheathing: Owner on Record: S-L SNACK MA LLC Framing: 1 Address: PO BOX 32368 t ,� �- Contractor License 4 ,.' �, CHARLOTTE, NC 28232 w; EstPro�ect Cost: $1,100,000.00 Chimney: Description: Renovation to the existing tour are for Cape GodGhips this includes Kermit Fee: $ 10,185.00 exterior beautification (residing and new gutter systems,repainting Fee Paid:- $ 10,185.00 Insulation: window frames and trim and resealing/painting the�ezisting metal +e ' ' Date 3/13/2019 Final: J roof)and enlarging the interior tour corridor fora betterlviewing experience ��.� � .•: ;.. Plumbing/Gas Project Review Re . J q� � � Rough Plumbing: _.. ; '���,�'..�'� ��`z •� ��: "�.�k' ��� �, � .� . Building Official . � Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by,this permit is commenced within sWimonths after issuance. g All work authorized b this permit shall conform to the approved a lication'and,.the=a roved construction documents30 forwhich this permit has been ranted. Y P PP PP PP p g Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by law �a d codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. '; The Certificate of Occupancy will not be issued until all applicable signature$by the Building and FireOfficials are providetl on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work t� Service: 1.Foundation or Footing gas ��,a �� 2.Sheathing Inspection )� � Rough: 3.All Fireplaces must be inspected at the throat level before firest flue'lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy k Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set-forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Y TME p V1a-tv-✓a+br) Application Number....... �_ ..� K ........... ............................ BARNSTABLE, _ �a I a ► 65.:..0.0MASS. Permit Fee........./. .........Other Fee........................ 039. TotalFee Paid......................................:........................ � 13 TOWN OF BARNSTABLE Permit Approval by....� . .................On........................... BUILDING PERMIT jlq , 0 29 Map........... . ........................Parcel............................................. APPLICATION Section I —Owner's Information and Project Location, y'_yA Project Address 100 Breed's Hill Road Village Hyannis �4 •i� Owners Name Chas Ricciardi (Campbell's Soup Company) '` �19 Owners Legal Address 1 Campbell Place, MS 204 City Camden State New Jersey Zip 08103 Owners Cell # 856.342.8529 E-mail charles_ricciardi@capbellsoup.com Section 2 —Use of Structure Use Group B, M, F1 & S2 Commercial Structure over 35,000 cubic feet (Existing to Remain) ❑ Commercial Structure under 35,000 cubic feet ❑ Single/Two Family Dwelling Section 3 — Type of Permit ❑ New Construction ❑ Move/Relocate ❑.Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar Renovation ❑ Pool ❑ Insulation Other—Specify Section 4 - Work Description Renovation to the existing tour area for Cape Cod Chips. This includes exterior beautification (re-siding and new gutter systems, re-painting window frames and trim and re-sealing/painting the existing metal roof) and enlarging the interior tour corridor for a better viewing experience Last updated:2/6/2018 Application Number.......... .. .......................................... Section 5—Detail Cost of Proposed Construction US$1,100,000 Square Footage of Project Existing 33,815 SF (No Change) Age of Structure 1984 Dig Safe Number 811 # Of Bedrooms Existing N/A Total # Of Bedrooms (proposed) N/A 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design N/A Section 6 — Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply Public ❑ Private Sewage Disposal Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes ❑ No Section 7 —Flood Zone Flood Zone Designation X Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8— Zoning Information Zoning District IND LTD Proposed Use code 4000-Factory Lot Area Sq. Ft. 245,242.8 Total Frontage 430' Percentage of Lot Coverage 57.5% # of Dwelling Units (on site) N/A Setbacks Front Yard Required 50' Proposed 52' Rear Yard Required 30' Proposed 337' Side Yard Required 30' Proposed 275' Has this property had relief from the Zoning Board in the past? ❑ Yes 'Mif No Last updated:2/6/2018 Application Number........................................... Section 9—Construction Supervisor Name Michael Pellegrino Telephone Number 610-909-6234 Address 529 Main Street City Charlestown State MA Zip 02129 License Number Pending License Type Architect Expiration Date TBD Contractors Email MPellegrino@JJWhitelnc.c6m Cell # 610-909-6234 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 C R and the Town of Barnstable.Attach a copy of your license. Signature Date 06Mar2019 Section 10 —Home Improvement Contractor Name N/A Telephone Number N/A Address N/A City N/A State N/A Zip N/A Registration Number N/A Expiration Date N/A I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature N/A Date N/A Section 11 —Home Owners License Exemption Home Owners Name: N/A Telephone Number N/A Cell or Work Number N/A I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature N/A Date N/A APPLICANT SIGNATURE Signature Date 06Mar2019 Print Name Michael C. Pellegrino Telephone Number 610.909.6234 E-mail permit to: MPellegrino@JJWhitelnc.com Last updated:2/6/2018 Section 12 —Department Sign-Offs { Health Department ❑ Zoning Board (if required) ❑ Historic District ❑ Site Plan Review if required) ❑ � q ) Fire Department w Conservation El For commercial work,please take your plans directly to the fire department for approval. Section 13—Owner's Authorization I, Chas Ricciardi as Owner of the subject property hereby authorize J.J White, Incorporated to act on my behalf, in all matters relative to work authorized by this building permit application for: Ca" Cod Chips; 100 Breed's Hill Road, Hyannis, MA 02601 (Address of job) __ 03/06/2019 Signature of Owner date Chas Ricciardi Print Name Last updated:2/6/2018 Jeffrey Spooner From: Jeffrey Spooner Sent: Wednesday, March 06, 2019 11:40 AM To: Jeffrey Spooner Subject: Sent from Snipping Tool 0 G ?D Name: Massachusetts Division of Professional Licensure Address 1: 1 GOG Washington Street Address.2: Suite 710 City: Boston State: Massachusetts .Zip-- 02118 Reciprocity 19TMP-021231 Wall Certificate 19TMP-0212311 Receipt Date: 3f329191.21:07 PAS EDT Invoice Number: 7013d550 Total Amount Paid: I MMOMUDOM fto# Name MICHAEL PELLEG'RINO Card Type 'MasterCard Email MCP(cD_MICHAELPELLEGRINC}_COM Card Number 623 Street 5500 Bingham Street City Philadelphia State/Territory PA Zip 19120 Important tnforrnation >> Please verify the information shown above_ Your payment has been submitted to the location listed above. Please note that although the system may show that your transaction was successful upon submission, you payment will be considered a pending transaction until proof of available funds in your account has been coi Payments that are denied by EPAY mill incur an additional$23 fee to process_ For refund policies, contact the Division of Professional Licensure at 617-727-0124. - 1 . 06'?off o�tH�ro Town of Barnstable Building Department Services F • Brian Florence,CBO s BARNSTABLE, `+ v MASS' Building Commissioner �o 1039' 200 Main Street, Hyannis,MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 Construction Control Package Site Address: 100 Breed's Hill Road, Hyannis, MA 02601 Architect/Engineer: Dennis Group Name: Gary Kratovil Address: 1537 Main Street, Springfield, MA 01103 Telephone. 413.858.3412 Email: Kratovi'I@dennisgroup.com Contractor: J.J. White, Incorporated Name: Michael C. Pellegrino Address: 529 Main Street, Suite P-200, Room 344, Charlestown, MA, 02129 Telephone. 610.909.6234 Email: MPellegrino@JJWhitelnc.com Owner: Camp-bell's Soup Company Name: Chas Ricciardi Address: 1 Campbell Place, MS 204, Camden, NJ 08103 Telephone: 856.342.8529 Email: charles_ricciardi@campbellsoup.com I Initial Construction Control Document H To be submitted with the building permit application by a R d Registered Design Professional r for work per the ninth edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title:Cape Cod Chips-Tour Renovation Date: 02/27/2019 Property Address: 100 Breeds Hill Road Hyannis,MA 02601 Project: Check (x) one or both as applicable: New construction X Existing Construction (Renovation) Project description:Renovation for a new tour entrance at the Cape Cod Chips Facility. I Jeremy M. Toal, MA Registration Number: 10811 Expiration date: 8/31/2019 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': X Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. 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. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. 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 approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a'Final Cons ocument'. vA,r Enter in the space to the right a"wet" or electronic signature and seal: �.10611 Phone number:413-858-3481 Email: toal@dennisgroup.com 3e Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an'x' project design plans,computations and specifications that you prepared or directly supervised.If'other'is chosen,provide a description. Version 01 01 2018 Initial Construction Control Document H To be submitted with the building permit application by a R d Registered Design Professional .I h for work per the ninth edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title:Cape Cod Chips-Tour Renovation Date: 02/27/2019 Property Address: 100 Breeds Hill Road Hyannis,MA 02601 Project: Check(x) one or both as applicable: New construction X Existing Construction (Renovation) Project description: Renovation for a new tour entrance at the Cape Cod Chips Facility. I Joseph Woytowicz, MA Registration Number: 47131 Expiration date: 6/30/2020 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Architectural Structural X Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. 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. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. 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 approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the b ' �^ • �fF.aY aa?Final Construction Control Document'. Enter in the space to the right a"wet" or 0`°6` 0Z �� A s� electronic signature and seal: g J ! Phone number:413-787-2233 mail:wQ g4w4cdenisgroup.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an'x'project design plans,computations and specifications that you prepared or directly supervised. If'other'is chosen,provide a description. Version 01 01 2018 Initial Construction Control Document u To be submitted with the building permit application by a d Registered Design Professional for work per the ninth edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title:Cape Cod Chips-Tour Renovation Date:02/27/2019 Property Address: 100 Breeds Hill Road Hyannis,MA 02601 Project: Check(x) one or both as applicable: New construction X Existing Construction(Renovation) Project description:Renovation for a new tour entrance at the Cape Cod Chips Facility. I Mark H. Snieckus, MA Registration Number: 39949 Expiration date: 6/30/2020 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural Structural Mechanical Fire Protection X Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. 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. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. 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 approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a'Final Construction C ocument'. Enter in the space to the right a"wet" or electronic signature and seal: g Ni US \. Phone number:413-787-2258 Email:snieckus@dennisgroup.com 9 No. 3994 p O /STE Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an'x project design plans,computations and specifications that you prepared or directly supervised.If'other'is chosen,provide a description. Version 01 01 2018 r � 'Town of Barnstable Building Department Services BARNSTa AA Brian Florence, CBO �xxxr��• n�•�°^�^^�muisraxs wus•os�vurF•nsr enxnsr� 1639-2014 Building Commissioner377g 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Massachusetts Existing Building Code Analysis Based on 2015 IEBC w/MA amendments Site Address: 100 Breeds Hill Road Map: 314 Parcel: 314023 Village: Hyannis Applicant name: Jeremy Toal Phone: 413.858.3481 E-mail: Toal@dennisgroup.com Risk Category: II Use Group: B, M, F1 & S2 Occupancy Limit: 325 I.A.W. 780 CMR 2015 IEBC 301.1 -The permit application shall comply with one of the following methods: Choose One: ❑ Prescriptive method ® Work area method ❑ Performance method Construction Control ®Yes ❑No If Yes Documents shall be in accordance with 780CMR 34.00 MA Amendment to 2015 IEBC. The building Owner shall cause the existing building (or portion thereof)to be investigated and evaluated. The investigation and evaluation shall include at least: structural, means of egress, fire protection, energy conservation, lighting, hazardous materials, accessibility, and ventilation for the space under consideration and, where necessary, the entire building or structure and foundation. The results of the investigation and evaluation shall be submitted in written report form. USE FILL IN FORM OR ATTACH DOCUMENTS AS NEEDED FOR EACH EVALUATION CATEGORY BELOW: Structural.....................: The existing structure we believe to be a Butler Building built in 1982 consisting of purlins, girts and metal siding with batt insulation. The only Structural implications will be to the existing interior CMU/Metal Stud wall, in between the office and warehouse, as we are cutting three (3) new openings and providing lintels at each location to expand the tour viewing corridor. See drawing A1.101 for more information. Means of egress...........: There has been no change to the means of egress and the existing means of egress complies with State and Local code. Please see code sheets A0.010 &A0.100 for more information. Fire protection_______________ No change to the existing Fire Protection System. Heads to be added to the new Tour Area. See FP1.101 for more information. Energy conservation : The existing walls, insulation, etc. are to be maintained as is. There will be replacement of the existing metal siding and this shall comply with Section C503 of the 2015 IEBC in that all existing insulation will remain or, if damaged replaced. Should there be any voids when uncovered they will be filled accordingly per State and Local codes. Lighting.......................: No change to the existing Lighting System. New lights to be added for new Tour Area. See E3.101 for more information. Hazardous Material : 2013 Asbestos Report attached. There was only 1 door system found that contained hazardous material and that has since been properly removed. Accessibility................: Accessibility to remain as is. Ventilation-------------------- No change to the existing ventilation system. Per the new Tour Area, a separate split system will be added. See M1.101 for more information. Description of Proposed work: Renovation to the existing tour area for Cape Cod Chips. This includes exterior beautification (re-siding and new gutter systems, re-painting window frames and trim and re-sealing/painting the existing metal roof) and enlarging the interior tour corridor for a better viewing experience. CED Aq�, C-; No.10811 g MONTAGUE, spy MASS. �F9`lN OF MASSPV� . I�,r• r- Town of Barnstable oFIHe r Building Department Services do Brian Florence, CBO • Building Commissioner BARNSTABLE B"NSfAID �` rtaysure.mruv.�.conz�.m v MAS 200 Main Street, Hyannis)MA 02601r, .�,�, 059. 10 1639-2914 �TFD MAC A www.town.barnstable.ma.us 575 Office: 508-862-4038 Fax: 508-790-6230 r 1� w, 1 Febivaxy 20,2019 Snyder's-Lance 11 . Cape Cod Potato Chips C/O Mr. Rogerio Alcantara The Dennis Group,LLC 1537 Main Street Springfield,MA 01103 RE: Site Plan Review#075-17 REVISED Cape Cod Chips,Inc./Campbell's Soup Supply Co. 100 Breed's Hill Road,Barnstable Map 314,Parcel 314-023 Proposal: Revisions to the previously-approved renovation project at this location. The following are proposed in this project scope: creation of a visitors' walkway connecting the parking lot to the building accesses located west and east of the building(slight rerouting from previous); creation of a new courtyard area; creation of a new exterior heated visitor's restroom facility;and,the renovation of the tour corridor within the building. All renovations are to enhance visitor experience. There are no changes anticipated for product storage or expansion of manufacturing/building. Proposal is a separate, smaller proposal from what was originally approved and is not a Phase of the existing CCC DRI decision. Dear Mr.Alcantara: Plans for the above revised site plan review application were administratively approved by the Site Plan Review Committee at the informal site plan review meeting held Febivary 19,2019 subject to the following: • Approval is based upon, and must be substantially constructed in accordance with, site plans entitled"Snyder's-Lance Incorporated—Cape Cod Potato Chips" 11 Sheets including grading and drainage, dated 2-19--19 prepared by Dennis Group, Springfield, MA for Campbell Soup Supply Company,LLC. • The proposed new sewer connection will need to be designed with 6"instead of 4"pipe. Contact: Griffin Beaudoin,Acting Asst. Town Engineer DPW 508-790-6400. • A Common Victualler License will need to be obtained for proposed outside tables and chairs. A Non-Live Entertainment License will also need to be obtained for the 2 proposed video monitors in the cozxidor. Contact: Maggie Flynn,Licensing Assistant 508-862-4774. • If proposal impacts the existing fire/sprinkler line, an onsite hydrant is requested to be installed. Contact: Deputy Chief Rick Pfautz,Barnstable FD 508-362-3312. • Applicant must obtain all other applicable permits,licenses and approvals required. Upon completion of all work,a registered engineer or land surveyor shall submit a certified"as built"site plan and a letter of certification,made upon larowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240-105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy Sincerely, /? /A( Ellen M. Swiniarski Site Plan Review Coordinator i CC: Brian Florence,Building Commissioner, SPR Chairman Deputy Chief Rick Pfaust,Barnstable FD Griffin Beaudoin,Acting Asst. Town Engineer DPW Licensing A WHITE INCORPORATED® CONSTRUCTING WITH KNOWLEDGE. SERVICE WITH INTEGRITY AND SAFETY® SINCE 1920 New England Operations 28Jun2019 The Schrafft's Center Power House 529 Main Street,Suite P-200,Room 344 Charlestown, Boston MA 02129 JJW PROJECT# 19-NC-0143 TEL:857-203-8726—Mobile:610-909-6234 PROJECT: CAPE COD CHIP—PROJECT SEASIDE PHASE 1 Snyder's Lance Incorporated/Campbell Soup 100 Breed's Hill Road B Hyannis, MA 02601 UI LGING pEpT SUBJECT: Construction Control Package—Permit Number B-19-695 jtk, 7 2019 TO: Ed Bowers, Building Inspector Barnstable, MA TOWN OFgA RNSTAeCE FROM: Michael Pellegrino DISTRIBUTION: Gary�Luck,,Bplanna Murphy,Jim White,Jim Daley,Jim Gallagher,Jeff Spooner,Chas Ricciardi,Gary K PURPOSE: The following is the Construction Control Package for the Cape Cod Chip, Project Seaside, Phase 1 Project located at the address above. KEY DISCUSSION POINT: N/A CONSTRUCTION MANAGEMENT GENERAL&MECHANICAL CONSTRUCTION HVAC SERVICE/.FACILITIES MAINTENANCE&OPERATION PHILADELPHIA,PA EXCHANGER HYDROBLASTING/EXTRACTION SERVICES NEW CASTLE,DE API TANK CONSTRUCTION&REPAIR WHITING,IN ELECTRICAL,SOLAR&RENEWABLE ENERGY BOST ,MA ST.PAUL&ROCHESTERER,MN www.jjwhiteinc.com Town of Barnstable Building Department Services Brian Florence,CBO + MIRMN'rA13LE, + BuildingCommissioner 9� 0 A 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Construction Control Package Site Address: _100 fWr,�ED`s 14 l Ufa i4l4m.N i S Arch itect/Engineer. QEWW I S GV-byP Name: 6b:EY 14R.AVaViZ_ 17SO1` "i" t-jAN f;--i� Address: 1 5 3'1 I"Lei Q 5"M 'I e7IMI V6 F1'Ie-P, H OL, 01103 Telephone: 6 '3q I �. Email: K—MTOVI(- O J"ILeetiF , Cot-1 Contractor: j J Idall-ri- 10 c. Name: hkLgt .SL 17 Ir-4IZiWb . P(Zaseo- Address: MbAQ S`f' - PLba. t4NV- : Srwo OZIZI I Telephone: 6 I 0`" cl o q - 6 2`3 L, Email: —M eULyz6I?iP0 Owner: 500F9 S C.&t.x:4F-: !r.IG, SI i?l � Name: Ci4dV�5 ?ACC.t'.d"1 . Address: l �lt�,c P�1S2f9y� '1� , JI03 Telephone: e sb I q Z - a sZ 9 Email: JJ WHITE INCORPORATED® CONSTRUCTING WITH KNOWLEDGE. SERVICE WITH INTEGRITY AND SAFETY.® SINCE 1920 Initial Construction Control Document Previously submitted with Building Permit CONSTRUCTION MANAGEMENT GENERAL&MECHANICAL CONSTRUCTION PHILADELPHIA,PA HVAC SERVICE/FACILITIES MAINTENANCE&OPERATION NEW CASTLE,DE EXCHANGER HYDROBLASTING/EXTRACTION SERVICES WHITING,IN API TANK CONSTRUCTION&REPAIR BOSTON,MA ELECTRICAL,SOLAR&RENEWABLE ENERGY ST.PAUL&ROCHESTER,MN www.jjwhiteinc.com Town of Barnstable tH�' Building Department Services JL Brian Florence,CBO "+ BMWSPABLE, +` y %LASS• Building Commissioner �p 1634. sm M a 200 Main Street, Hyannis,MA 02601 www.town.bamstablcma.us Office: 508-862-4038 Fax: 508-790-6230 Construction Control.Package Site Address: 100 Breed's Hill Road, Hyannis, MA 02601 Architect/Engineer. Dennis Group Name: Gary Kratovil Address: 1537 Main Street, Springfield, MA 01103 Telephone: 413.858.3412 Email: Kratovil@dennisgroup.com Contractor: J.J. White, Incorporated Name: Michael C. Pellegrino Address: 529 Main Street, Suite P-200, Room 344, Charlestown, MA, 02129 Telephone: 610.909.6234 Email: MPellegrino@JJWhitelnc.com Owner: Campbell's Soup Company Name: Chas Ricciardi Address:: 1 Campbell Place, MS 204, Camden, NJ 08103 Telephone: 856.342.8529 Email: charles_ricciardi@campbellsoup.com BUILDING DEPT. - � Initial Construction Control Document JUL1 7 2019 4 To be submitted with the building permit application bJQ WN OF BARNSTABLE Registered Design Professional a ` for work per the ninth edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title:Cape Cod Chips-Tour Renovation Date: 02/27/2019 Property Address: 100 Breeds Hill Road Hyannis,MA 02601 Project: Check(x)one -r both as-aprrlicaBle New construction X—Existing Construction (Renovation) Project description: enovation for a new tour entrance at the Cape Cod Chips Facility. I Jeremy M. Toal, MA Registration Number: 10811 Expiration date: 8/31/2019 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': X Architectural Structural Mechanical Fire Protection Electrical Other. for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. 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. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. 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 approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a'Final Cons ocument'. YM. Enter in the space to the right a"wet" or electronic signature and seal: I Np,10911 Phone number:413-858-3481 Email:toal@dennisgroup.com MARS; Building Official Use Only OF Building Official Name: Permit No.: Date. Note 1.Indicate with an'x'project design plans,computations and specifications that you prepared or directly supervised.If'other'is chosen,provide a description. Version 01 01 2018 Initial Construction Control Document� t To be submitted with the building permit application by a ' Registered Design Professional for work per the ninth edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title:Cape Cod Chips-'Four Renovation Date:02/27/2019 Property Address: 100 Breeds Hill Road Hyannis,MA 02601 Project: Check(x)one or both as applicable: New construction X Existing Construction(Renovation) Project description:Renovation for a new tour entrance at the Cape Cod Chips Facility. I Mark H. Snieckus, MA Registration Number: 39949 Expiration date: 6/30/2020 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning,: Architectural Structural Mechanical Fire Protection X Electrical Other: for .the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. 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. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. ' 3. 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 approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a'Final Construction C ocument'. 0, Enter in the space to the right a"wet"or electronic signature and seal: N1 US \T Phone number:413-787-2Z8 Email:snieckus®dennisgroup.com q E No,3994 AL Building Official Use Only °� STE Building Official Name: Permit No.: Date. Note 1.Indicate with in'x'project design plans,computations and specifications that you prepared or directly supervised.If'other'is chosen,provide a description. Version 01 01 2018 i Initial Construction Control Document To be submitted with the building permit application.by 1 s d Registered Design,Professional. �= for work per the ninthh edition of the Massachusetts State Building.Code, 780 CMR, Section 107 Project Title:Cape Cod Chips-Tour.Renovation late: 02/27/2019 Property Address: 1.00 Breeds 1-fill Road Hyannis, MA 026011 Project: Check (x) one or both its applicable: New construction X 1:ixisting Construction (Renovation) Project description: Renovation for a clew tour.06trancc at the Cape Cod.Chips Facility. 1 Joseph Woytowicz, Mn `Registration Number: 47131 Expiration date: 6/30/2020 am a registered design Projessional, and l have prepared.or directly supervised, tho preparation of all design plans,computations and specificaticans concerning": Architectural. Structural X Mechanical Fire Protection Electrical Other: for the above named project and that to the best of .my knowledge, information, and belief Such plans, computations-and specifications meet the applicJable previsions of the Massachusetts State Building Cade, (780 CMR), and accepted engineering practices for the proposed project. l understand. and agrees that 1 (car my designee) shall perform the necessary professional services and be present on. the construction site can a regular and periodic basis to: I. Review, for conformance to this code and the: design concept, shop -drawings, samples and Other subi,n teals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stale of construction to become generally familiar with the progress and duality of the work and.to determine i f the work is being,performed in.a manner consistent with the approved construction documents and.this code. iNothing in this docuaalent relieves the contractor of its responsibility regarding the provisions of 780 CMR',107. When required by the building offic1a1,1.shrill Submit field/progress reports(see item 3.) together with perti.nent cornmonts,in a.for. .acceptable to the building official. .r., l)p 1 can eoln )leticatt o(glee wit,r.k, lshall sula itit'tca thc� b lcitti caffti r�tl a Final Construction Control Document'. Enter in they space to the right a "wet" or -' e'le4trelnl.c.S1gtliltUl'e and seal: :Phone number:41.3-7$7-22.33 1 i atl. Wv owic ertnisgroup.com 9 ' l3rilrlirr4�Uffit'irrl tlsp C,).rlh/ Building Official Name: Vermit No.: Pate: Note 1. Indicate with computations and specifications that you prepared oi,directly supervised. If'other' i5 chosen,provide a description. V rlimi 01 01 2018 A WHITE INCORPORATED° CONSTRUCTING WITH KNOWLEDGE. SERVICE WITH INTEGRITY AND SAFETY.® SINCE 1920 Construction Control Progress Checklist CONSTRUCTION MANAGEMENT GENERAL&MECHANICAL CONSTRUCTION PHILADELPHIA,PA HVAC SERVICE/FACILITIES MAINTENANCE&OPERATION NEW CASTLE,DE EXCHANGER HYDROBLASTING/EXTRACTION SERVICES WHITING,IN API TANK CONSTRUCTION&REPAIR BOSTON,MA ELECTRICAL,SOLAR&RENEWABLE ENERGY ST.PAUL&ROCHESTER,MN www.pwhiteinc.com Construction Control Progress Checklist = To be submitted at completion of required site reviews for construction progress per the ninth edition of the Y Massachusetts State Building Code, 780 CMR,Section 107 Project Title:6eZ Date /lfPermit No. Property Address: 10 0 '/�317'�`S .4Ic.l, Co6.V 14 fA 15 t H A 0 Z(0 01 I, MA Registration Number: Expiration date: am a registered design professional and I or my designee have observed the following work, and to the best of my knowledge, information, and belief the construction work indicated below has been performed in a manner consistent with the approved plans and specifications: Regraired Site Review and Docuniesitati."' O Portions w Phases of CoiasEruchon ta ' rrme .,the a" ro riate%ie teied des[` ow or s..her t� of M: r izr.112`§8iR cntreicfo r fa be.:• ` Site Review and Documentation ' X Site Review and Documentation Soil condition and analysis rgy Efficiency Requirements Footingand Foundation,including Reinforcement and g Fire Alarm Installations Foundation attachment Concrete Floor and Under Floor f Fire Suppression Installation Lowest Floor Flood ElevationField Repo- 757 Structural ' 'Frame-wall floor roof �; "'; Carbon Monoxide Detection System4 Lath and Plaster/Gypsum :'.4 <: Seismic reinforcement Smoke Control Systems(Special inspection perSections 909.3 -: Fire Resistant Wall/Partitions framing ' and 909.18. Fire Resistant Wall Partitions finish attachments Smoke and Heat Vents Above Ceilinginspection Accessr'bili 521 CMR Fire Blocking/Stopping System Other: •r: Emergency Lighting/Exit Signage Means of Egress Com onenets Special Inspections(Section 1704): Roofing,coping/System - Venting stems(kitchen and cleanouts,chemical,fume Mechanical Systems 1.Indicate with an'x`the work you reviewed for compliance with the approved plans and specifications and describe in detail below. - 2.Include NFPA 72 test and acceptance documentation 3.Include applicable NFPA 13,13R,13D,14,15,17,20,241,etc.-test and acceptance documentation .. 4.Include NFPA 720 Record of Completion and Inspection and Test Form 5.Include field reports and related documentation 6.Nothing contained within construction control shall have the effect of waiving or limiting the building official's authority to enforce this code with respect to examination of the contract documents,including plans,computations and specifications,and field inspections. Description of Construction Work Observeda: ED a. Describe in sufficient detail the work(i.e. foundation steel reinforcing,kitchen v CP ocation on the project site,and list if applicable,the submittal documents that pertain to hick ted. 0 Enter in the space to the right a"wet"or r2 electronic signature and seal: '��f 6(0 40q-(o231 . L/ Phone number. Email: M P° &(LI p to<J_J,,)1At'jV-i AC- , Ge H OF MP Building Official Use Only Building Official Name: Date: Version 01 01_2018 JJ WHITE INCORPORATED® CONSTRUCTING WITH KNOWLEDGE. SERVICE WITH INTEGRITY AND SAFETY.® SINCE 1920 Description f Construction Work 0 Observed CONSTRUCTION MANAGEMENT GENERAL&MECHANICAL CONSTRUCTION PHILADELPHIA,PA HVAC SERVICE/FACILITIES MAINTENANCE&OPERATION NEW CASTLE,DE EXCHANGER HYDROBLASTING/EXTRACTION SERVICES WHITING,IN API TANK CONSTRUCTION&REPAIR BOSTON,MA ELECTRICAL,SOLAR&RENEWABLE ENERGY ST.PAUL&ROCHESTER,MN www.jjwhiteinc.com JJ WHITE INCORPORATED® CONSTRUCTING WITH KNOWLEDGE. SERVICE WITH INTEGRITY AND SAFETY® SINCE 1920 New England Operations 28Jun2019 The Schrafft's Center Power House 529 Main Street,Suite P-200,Room 344 Charlestown, Boston MA 02129 JJW PROJECT# 19-NC-0143 TEL:857-203-8726—Mobile:610-909-6234 PROJECT: CAPE COD CHIP—PROJECT SEASIDE PHASE 1 Snyder's Lance Incorporated/Campbell Soup 100 Breed's Hill Road Hyannis, MA 02601 SUBJECT: Main Building—Description of Construction Work Observed TO: Ed Bowers FROM: Michael Pellegrino DISTRIBUTION: Gary Luck, Brianna Murphy,Jim White,Jim Daley,Jim Gallagher,Chas Ricciardi,Jeff Spooner PURPOSE: The purpose is to document the description of the construction work observed pertaining to the Main Building Renovation at Cape Cod Chip. KEY DISCUSSION POINT: The project has been divided up into the following subsections all considered as the scope of the work: 1. Restroom Building—Addressed under a separate building permit 2. Sitework and Pavers—The scope of this effort included a few distinct elements: a. Replacement of an existing 4"sewer line to a 6"sewer line tying into the same location on-site. This effort included the addition of a new manhole to support future maintenance. b. Installation of a new paver walkway and plaza c. Installation of a new entry pad at the front entrance to support ADA requirements. 3. Exterior Cladding—The scope of this effort included the replacement of the metal siding on both the North and South elevations, repainting of the roof and the repair and painting of the exterior window frames. 4. Interior Renovations—The scope of work included the renovation of the interior space supporting a new viewing corridor for visitors to the facility;repair and replacement of drywall that had been water damaged;and repainting of the existing spaces. CONSTRUCTION OBSERVATION OF THE PROJECT: The construction observation included the following activities: • Sewer Line: Installation of the replacement sewer line assuring that the slope was maintained,and the joints between pipe sections were sealed properly. David Anderson from the Sewer Authority monitored the entire process providing confidence that the work was performed correctly. Special considerations included double containment of the sewer line CONSTRUCTION MANAGEMENT GENERAL&MECHANICAL CONSTRUCTION PHILADELPHIA,PA HVAC SERVICE/FACILITIES MAINTENANCE&OPERATION NEW CASTLE,DE EXCHANGER HYDROBLASTING/EXTRACTION SERVICES WHITING,IN API TANK CONSTRUCTION&REPAIR ELECTRICAL,SOLAR&RENEWABLE ENERGY ROSTON ,MA ST.PAUL&ROCHESTERER,MN www.j whiteinc.com i A WHITE INCORPORATED® CONSTRUCTING WITH KNOWLEDGE. SERVICE WITH INTEGRITY AND SAFETY.& SINCE 1920 where it crossed the water line;rework of the manhole tables;and compaction testing for each lift of the backfill operations. • Paver System: Over 5,000 square feet of a permeable paver system providing access from the visitors parking lot to the main entry to the building. This system incorporated an 18"base and 4"deep paver sloped away from the building. Construction observation critical to the outcome beyond quality standards was assurance that the compaction of the soil met the proper requirements. • New Entry Pad: Redesigned the entry pad to support ADA standards. Construction observation including the preparation of the excavation, placement of the forming and rebar as well as testing of the concrete. • Exterior Cladding: Construction observation included the verification that the substructure system was properly installed and attachment of the metal siding to that substructure met the manufacturers requirements. There was no structural steel replacement necessary for this installation. • Painting: Construction observation included the verification that the proper coats of paint and thickness were applied. • Interior renovation: The construction observation included the following key elements: o Demolition of openings in an existing block wall: Proper lintel installation and filling of cell was observed per the construction documents. o Installation of a housekeeping curb and the base of new IMP Wall: Curb forming including re-bar installation was per the construction documents. Pouring of the concrete was tested assuring proper concrete strength. o Installation of new ceiling system:The ceiling system required the installation of new LED light fixtures;fire protection sprinkler heads were lowered to the new ceiling height in that area and did not increase the demand. o Installation of new HVAC DX Units: Two units were installed in the new Viewing Corridor,the installation has the condensate line going to an existing drain and the roof top units were tied in with the proper supports are required by the manufacture and code. o Drywall replacement: Drywall replace also took into account damaged insulation in the walls,which was remediated properly with a licensed subcontractor specializing in the removal of material with the potential of mold. o Painting: Doors and walls were all painted meeting the specifications prepared by Dennis Group. All construction activities related to this facility followed the construction documents without deviation. CONSTRUCTION MANAGEMENT GENERAL&MECHANICAL CONSTRUCTION PHILADELPHIA,PA HVAC SERVICE/FACILITIES MAINTENANCE&OPERATION NEW CASTLE,DE EXCHANGER HYDROBLASTING/EXTRACTION SERVICES WHITING,IN ` API TANK CONSTRUCTION&REPAIR BOSTON,MA ELECTRICAL,SOLAR&RENEWABLE ENERGY ST.PAUL&ROCHESTER,MN www.pwhiteinc.com A WHITE INCORPORATED CONSTRUCTING WITH KNOWLEDGE. SERVICE WITH INTEGRITY AND SAFETY.® SINCE 1920 Fire Sprinkler Annual Test Report Note: • The fire sprinkler modifications associated with this project required the lowering of the heads from 17'0"AFF to the new ceiling height of 11'2"AFF. Therefore, no specific testing was performed or required. The sprinkler heads above the ceiling remain in place and operational. • The existing emergency lighting was tested and is operational as of 28Jun2019 CONSTRUCTION MANAGEMENT GENERAL&MECHANICAL CONSTRUCTION PHILADELPHIA,PA HVAC SERVICE/FACILITIES MAINTENANCE&OPERATION NEW CASTLE,DE EXCHANGER HYDROBLASTING/EXTRACTION SERVICES WHITING,IN API TANK CONSTRUCTION&REPAIR BOSTON,MA ELECTRICAL,SOLAR&RENEWABLE ENERGY ST.PAUL&ROCHESTER,MN wwwJjwhiteinc.com car1C0 FIRE SPRINKLER CANCO FIRE SPRINKLER SERVICES 352 MAIN STREET/ROUTE 28 WEST YARMOUTH MA US 02673 Sprinkler System Report of Test&Inspection DATE:01/04/2019 11:30 AM WK- Cape Cod Potato Chips(Dry System#2) Work Order Number#:WO-00007660 Cape Cod Potato Chips 100 Breeds Hill Road Street: 100 Breeds Hill Road Hyannis,MA,02601 Hyannis,MA,02601 Fire Sprinkler System Serviced Dry System#IP-01324 Performed annual fire sprinkler test. Is Building Are All Sprinkler Alarms Any Modifications Since Last Inspection For Pipe Occupied Systems In Tested Today? Last Inspection? Block/corrosion Service?. Yes Yes Yes;working properly No Unknown FDC Condition Is Hand Hose On : Is The Building Any Fires Since Tanks,Pumps,And System Satisfactory?_ Completely. Cast Connections Are: Sprinkled? Inspection? Satisfactory,couplings N/A Yes No In good condition and free,caps in place and properly maintained. check valves are tight. Do All Control Valves Control Valves.ln Sprinklers Free Are Sprinklers Less All Sprinklers Of Proper, Have Tamper Switch Appropriate From Than 50 Yrs Old? Temp Ratings? Positions? Corrosion? Yes Yes;all are open or Yes Yes Yes closed correctly -Spare Head Box: The Mechanical Condition Of The System: Yes,there is a spare head box onsite. The sprinklers,pipes,hangers and seismic braces are in good condition. Wet System Flow Test Performed Riser Type Alarm Time(Seconds) .From . NA Standard 12 F �I Static Water Supply Pressure Residual Water Supply Pressure: 2nd Static Water Supply Pressure 75 65 75 Dry Pipe System? Trip Test Performed Performed From Trip Test:Starting_ Valve Trip PSI PSI . Yes Partial I.T.V. 20 10 Trip Test Time Length Full Trip:Time To I.T.C. Dry Pipe Valve Air Pressure Maintenance 12 NA found no issues. found no issues. Starting PSI Cut In Pressure(PSI) Cut Out Pressure(PSI) Low Air Alarm(PSI) 20 15 20 14 Accelerator Test For Dry/preaction Valve Preaction System Present? Trip Test Preaction System Inspect Preaction Valve Automatic Air Pressure No Test Location Antifreeze,Type Temperature pH Activation Devices Sprinkler System Inspection Notes: System functions properly Recommend 5 year internal pipe inspection per NFPA-25 Inspector: Line Qty ! Thomas Gannon Fire Alarm System Account# Monitoring Company N/A Alarm New England Customer Signature: FIgESP qR LO AR it \ti\ CANCO FIRE SPRINKLER SERVICES 352 MAIN STREET/ROUTE 28 WEST YARMOUTH MA US 02673 Sprinkler System Report of Test&Inspection DATE:01/04/2019 10:30 AM fry Cape Cod Potato Chips(Dry System#1) Work Order Number#:WO-00007659 Cape Cod Potato Chips 100 Breeds Hill RD. Street: 100 Breeds Hill Rd. Hyannis,MA.,02601 Hyannis,MA.,02601 a Fire Sprinkler System Serviced Dry System#IP-01908 le 5 Performed annual fire sprinkler inspection. Is Building Are All Sprinkler Alarms Any Modifications Since Last Inspection For Pipe Occupied Systems In Tested Today? Last Inspection? Block/corrosion Service?. Yes Yes Yes;working properly No Unknown FDC Condition Is Hand Hose On Is The Building, Any Fires Since Tanks,Pumps,And System Satisfactory?. Completely Last . Connections Are: Sprinkled? Inspection? Satisfactory,couplings N/A Yes No In good condition and free,caps in place and properly maintained. check valves are tight. Do All Control Valves Control Valves In... Sprinklers Free Are Sprinklers Less All Sprinklers Of Proper Have Tamper Switch Appropriate From Than 50 Ym Old? Temp Ratings? Positions? Corrosion? Yes Yes;all are open or Yes Yes Yes closed correctly Spare Head Box: The Mechanical Condition Of The System:. . Yes,there is a spare head box onsite. The sprinklers,pipes,hangers and seismic braces are in good condition. Wet System Flow Test Performed Riser Type Alarm Time(Seconds) : From NA Standard 25 Static Water Supply Pressure Residual Water Supply Pressure: 2nd Static Water Supply Pressure 75 65 75 Dry Pipe System? Trip Test Performed Performed From Trip Test:Starting Valve Trip PSI PSI Yes Partial I.T.V. 34 10 Trip Test Time Length Full Trip:Time To I.T.C. Dry.Pipe Valve' Air Pressure Maintenance, 10 NA found no issues. N/A Starting PSI Cut In Pressure(PSI) Cut Out Pressure(PSI) Low Air Alarm(PSI) 34 25 35 22 Accelerator Test For Dry/preaction Valve Preaction System Present? Trip Test Preaction System Inspect Preaction Valve Automatic Air Pressure No Test Location Antifreeze Type Temperature; pH Activation Devices Sprinkler System Inspection Notes: System functions properly Recommend 5 year internal pipe inspection per NFPA-25 b Inspectors Line Oty i Thomas Gannon a Fire Alarm System Account# Monitoring Company Alarm New England Customer Signature: L cC-r�co PIRESPHINKL R CANCO FIRE SPRINKLER SERVICES 352 MAIN STREET/ROUTE 28 WEST YARMOUTH MA US ` 02673 Sprinkler System Report of Test&Inspection DATE:01/04/2019 09:30 AM * Cape Cod Potato Chips(Combination Wet/Dry) Work Order'Number#:WO-00007658 Cape Cod Potato Chips 100 Breeds Hill Rd. Street:100 Breeds Hill Rd. Hyannis,MA.,02601 Hyannis,MA.,02601 s sza . a _ Fire Sprinkler System Serviced Combo WeUDry System#IP-01804 v ' Went by to meet Jeff at plant and figure out pricing for covering all of these pumps per UL inspector Is Building Are All Sprinkler Alarms Any Modifications Since Last Inspection For Pipe Occupied Systems In Tested Today? Last Inspection? Block/corrosion Service? Yes Yes Yes;working properly No Unknown FDC Condition Is Hand Hose On Is The BuildingAn Fires Since Tanks Pumps,And Y I p , System Satisfactory? Completely 'Last Connections Are: Sprinkled? Inspection? Satisfactory,couplings N/A Yes No N/A free,caps in place and check valves are tight. Do All Control Valves Control Valves In Sprinklers Free Are Sprinklers Less All Sprinklers Of Proper Have Tamper Switch Appropriate From Than 50 Yrs Old? Temp Ratings? Positions? Corrosion? Yes Yes;all are open or Yes Yes Yes closed correctly Spare Head Box: The Mechanical Condition Of The System: Yes,there is a spare head box onsite. The sprinklers,pipes,hangers and seismic braces are in good condition. Wet System Flow Test Performed r Riser Type Alarm Time(Seconds) From ITV Standard 38 I ' I 6 1 Static Water Supply Pressure Residual Water Supply Pressure: 2nd Static.Water Supply Pressure 75 65 75 Dry Pipe System? Trip Test Performed Performed From Trip Test:Starting Valve Trip PSI PSI No;disregard section Trip Test Time Length Full Trip:Time To.I.T.C. Dry Pipe Valve Air Pressure Maintenance Starting PSI Cut In Pressure(PSI) Cut Out Pressure(PSI) Low Air Alarm(PSI) Accelerator Test For Dry/preaction Valve Preaction System Present? Trip Test Preaction System Inspect Preaction Valve Automatic Air Pressure Test Location Antifreeze Type Temperature pH Activation Devices' Sprinkler System Inspection Notes: System functions properly Recommend 5 year internal pipe inspection per.NFPA-25y Ems ..` Inspector. Line Qty Thomas Gannon Fire Alarm System Account# Monitoring Company Alarm New England i Customer Signature: I i i JJ WHITE INCORPORATED® CONSTRUCTING WITH KNOWLEDGE. SERVICE WITH INTEGRITY AND SAFETY.® SINCE 1920 I Ninth Edition 780 CMR 107 . 6 Construction Control Document • A White, Inc.—Constructon Manager • Hallmark Electrical Systems, Inc.—Electrical/fire alarm and security subcontractor • United Plumbing and Heating—Mechanical systems and plumbing subcontractor • Northeast Automatic Sprinkler Co. Inc. —Fire Sprinkler Installation • Central Ceilings, Inc.—Interiors and general trades subcontractor • Alarm New England—Fire Alarm System CONSTRUCTION MANAGEMENT GENERAL&MECHANICAL CONSTRUCTION PHILADELPHIA,PA HVAC SERVICE/FACILITIES MAINTENANCE&OPERATION NEW CASTLE,DE EXCHANGER HYDROBLASTING/EXTRACTION SERVICES WHITING,IN API TANK CONSTRUCTION&REPAIR BOSTON,MA ELECTRICAL,SOLAR&RENEWABLE ENERGY ST.PAUL&ROCHESTER,MN www.jjwhiteinc.com Ninth Edition 780 CMR 107.6 Construction Control Document Construction Contractor Services Certification Pursuant to Section 107.6.3 Name of Contractor. A If a Corporation,name of responsible Corporate Officer: J6k4g,S J. It. 4ri-e IV - PMt✓l W T-_' tA1CH1*_-xSL. �IWALVZ If a DBA or Partnership,name of individual: I hereby certify that, to the best of my knowledge and belief, construction performed under permit number 9 19,-6A S' issued on 1-15-2013 has been completed in substantial accord with the approved construction documents, with all pertinent deviations specifically noted per Section 107.6.3 of the Massachusetts State Building Code(780 CMR),9th Edition Base Volume. Name of Project: 6_&eiz 6017 CH I 1p Irv-011ax; SI�I 10EL 040'S.s 1 Address of Project: 00 'lei �as U I LL 0 yi...0 L3) 5 < �-'1 F'` n Z cp 0 j List of Pertinent Deviations: Print Name: • CO�/S,a,yloonunpD ��<i Signature: Date: JUP s = Notarized by: `� s �� w�_Zj T'9RY pU�'• .. Standard Notary Statement. This document shall be submitted to the Responsible Registered Design Professional (RDP) and, when requested,to the Building Official in accordance with 780 CMR section 107.6.3(9s►edition)at the completion of all construction projects performed pursuant to 780 CMR Section 107.6 Control Construction. Ninth Uitiort 78p CMR 307 5::Co tructibi c6l� o :D.s c xtent Construction Co tracfor ertr�es Cmocation Pursuant to 5sctt04 10743 Name o€Con#ra P If a Corporation,name of resgonerbl®Corrate officer ol , ` fit - :: uG Af a DOA or PotnermW nacne';of uid�tduad I hereby certify:that;to the best of"my kriow3edgstd belied ao �ruction performed_under permit nuctiber t�i: `1, issued on t, .. has been completes{ , ► substant ";accorii' with `fie appiroved. oonstruchon,documents, with all ertinent de #ions ted per. Section l4?7 b,3 of the. V assacnusetts State 8u ldin Code(78A CAR},9 ittoit se v0l Name of Projects [� t1t t k a AddressafProject: t[ ..' +S 1� �... . _!�►tri $ "lPtir ! � List of Pertinent Deviations: 77 Print `Slgngtrires >� Date: Norma V ! tt Grp MARY C. C Al ERON mr; . Sb di"N'c fi"Statement: , iS document mhall .be submitted`:to the:- tespobte Registered-tl3esigrt �Prafcssf�uul (itDPj. and, wrhen rcquestl,to tie&tubing Clf#irtal iat aocar wlf 78f1 sect�va�SfYI 6�3 t edsti�n} €tie f compbtan o ati corstuotionproJects perfsrmectpursuant to?89:Ci�It 5ectlon`1476 Contot Constrrictlon wk e. Ninth Edition 780 CMR 107.6 Construction Control Document Construction ContrawtorSegvices Cerufccation Pursuant to Section 107.6.3 Dame of Contractor. United Plumbing&Heating, Inca If a Corporation,name of responsible Corporate Officer: Melissa A. Olean, President if a DBA or Partnership,none of individual: I hereby cer , that, to the hest of my knowledge and belief,construction performed under permit number E `1 issued has been completed in substantial accord with the approved construction documents, with ail pertinent deviations specifically noted per Section 107.6.3 of the Massachusetts State Building Code 00 CIVR),9t Edition Base Volume. Name of Project. c 4 "� �`� � ��1 p N s l Address of Project: W ;5 144L( - &P"V, FIYA.4 8 6 �e List of Pertinent Deviations: Print Name: issa A. e Signature: _ C � Date: J r Notauized by. D r xP dl-1 -oua Standard Notary Statement: This document shall be submitted to the Responsible Registered Design Professional (RDiF -a ti, when, :-,. requested,to the Building Official in accordance with 780 CMR section 107.6.3(9th edition)at the comp-IR16iiof 611 construction projects performed pursuant to 780 CMR Section 107.6 Control Construction, i Ninth Edition 780 CMR.107.6 Construction Control Document Construction Contractor Services Certification Pursuant to Section 107.6.3 Name of Contractor: blorA:�aetA A%Hrbm- oLk.G Spf.tLV.ler' ��• nC- If a Corporation,name of responsible Corporate Officer: 'l nv; _OcQe t 1 If a DBA or.Partnership,name of individual: I hereby certify that, to.the best of my knowledge and belief, construction.performed under permit number 1c1 Co`1' issued has been completed in substantial accord with the approved construction documents, with all pertinent deviations specifically noted per Section 107.6.3 of the Massachusetts State Building Code(780 CMR),9th Edition Base Volume. Name of Project: G' GU+- C-t-1 tz Jc j StS t 1 �EI�.-5 Address of Project: �C �5 j-�ILL ZL1P�'P �j•}y���1S.� MPr dC ! U=zW nOJ C0Cc: dog List of Pertinent Deviations: �on� Print Name: M V, cr 17- \I Signature: Date: _�'°s Kerrie Hayes Notarized by: Notary Public,Commonnalih of Massachge�S MY ommission Expims 8zAo19 Standard Notary.Statement: This document shall be submitted to the Responsible Registered Design Professional (RDP) and, when requested;to the Building Official in accordance with 780 CMR section 107.6.3(91h edition)at the completion of all construction projects performed pursuant to 780 CMR Section 107.6 Control Construction. I Ninth Edition 780 CMK 107.6 Constructlon:.Control.Document Construction ContmdorSerotces Certtf cation Pursuant to Section 107.6.3 Name of Cont raC - Central Ceilings,Inc. If a Corporation,name of responsible Corporate Officer: William B.McPherson,III,Vice President If a DBA or.Partnership,name of individuals I:hereby.; thatl;to the best.of my knowledge and belie construction perForated under pens�it r:umber • 9 issued on�$-I3'?171W hoe been writpieted fn substantiak accord wllh #its approved t orisbvction documents, with all pertinent deviations spedfit lly noted:..per Sectitm 107.6,3 of the Massachusetts State Building Code_(?so CMRj,s Edition 9ase Yolwrre. Name of Project: j Address of Project: (00 'Sy 'S 1•�I :�. �1►Dr'D. I�YA4,ltal S;i �"fPc OZUjQ) List of pertinent Deviations: No rye a _ Print Name: Signature: William B.McPherson,III,Vice President Date: 6/25/2019 1 Notarized lry:: �1' OES Hotery:P t1lic OF MU MY Commission`teapires . ; Shn4aid Notir ryStaternent: November 2s,202a mds document shall be submitted to the Responsible Registrred Design requesbed,;b0 tiie Building Offidai in aocrordanoe with?80 CMIt Section 107.63 t9�editior�j at tits completion of�; all construetion Projects performed pursuant to.780 CMR Section 107.6 Comm ConsbucHan. s b' a.. ...m+w+..r.-r.'n-.r.r.sstmv':.. .«.�.n._... ..." ..rv+.w•.m.v.an .s...r. .... ....... .: ...-..r: ....-,..::n..,,... ,...a.n- .+mv;:rr...e..n .:�.... .., ...a:.....as wn..... �... - r,F a4.YJ s�srN�b. ..wq� �„ '�tc ;�.::. ra ^xw..-.k � ✓ ,_.:`e a,.,H:;;-a a .. ...5^.-h* ._ti. ;,:y.• ., r :.;h.+^rvs - a :: iz. i Ninth Edition 780 Cat 107.b Construction Control Document ConstTn/ctioti Coll tractor Services,CertVication Pursuar..t to$ectio-s I(t 6 3 Name.of Contractor: r�` L t--' - If a Corporation.name of responsible Corporate pfffcer: if a DBA OrTartnership,name of individual: i hereby certif}, that, to the b:st of My knowledge and belief, construction rformed under a,lq S issued on 3 t.3 �'t� Fe permit number has teen completed :in substantial uc-cc:d tvlth the approved construction documents, witlr ail pertinent deviations specifically rioted Per tibn Ipf.;{,a of d Massachusetu State Building Code-(780 CMR),Ol.rdition Base Voj'ume. Name of Project-. l-cji7 ►i► I.i6L I Address of Project: f U_ C_ fjt `5 1-}lt i. iCC t L-2 �t�+A*Jr.JI � ��P" L Wit' •f� f List of Pertinent Deviations: i t r. A t T.=lj1. s ','fr>> tx; a f sr 1 Print Na in-c SigI!OrIre:- lVc�t�cirs:d i)y: Standard'N.otam-Stater ent This document shall be st bInittec (OL the.Re-Oo?t5'b'$ Registered Deaign Professioataf (RDP) and, when requested,to the-Building-Official in accordance'A'ith 780 Ovf R section 107.6.3(9th e&tion)at the completion of all rnr'-�ction Projects perforated pursuant ro?t3C!C.MIt Section 107.6 Contra!ConstntcC%Ctt, i JJ WHITE INCORPORATED® CONSTRUCTING WITH KNOWLEDGE. SERVICE WITH INTEGRITY AND SAFETY& SINCE 1920 Final Construction Control Documents CONSTRUCTION MANAGEMENT GENERAL&MECHANICAL CONSTRUCTION PHILADELPHIA,PA HVAC SERVICE/FACILITIES MAINTENANCE&OPERATION NEW CASTLE,DE EXCHANGER HYDROBLASTING/EXTRACTION SERVICES WHITING,IN API TANK CONSTRUCTION&REPAIR BOSTON,MA ELECTRICAL,SOLAR&RENEWABLE ENERGY ST.PAUL&ROCHESTER,MN www.j whiteinc.com Final Construction Control.Document To be submitted at completion of construction by`a Registered Design Professional for work per the nin h edition of the Mass.a0usettsi State Building Code; 780 CMR, Section.107 Project Title:Cape Cod Chips-Tour Renovation Date:o6/28/2019: Permit No.B=19-695 PropertyAddress :100 Breeds Hill.Road Hyannis,mA 02.60.1 Project: Check W one or both as:applicable: :New construction X Existing Construction(Renowition) Project description.Renovation for a new tourentrance at:the:Cape..Cod Chips Facility,;. I Joesph Woytowiez, MA Registration Number;: :47131 Expiration date: 6/30/.2020,.am a :registered design.: professional; and:I have prepared or directly supervised the.preparaiion of all design plans,computations and: specifications concerning: Architectural Structural X Mechanical Fire:Protection Electrical Other:Describe for thel above named project,: I;.of my:designee, have performed the necessaryprofessional services and was present at the construction site on a regular andperiodic basis. To:the best of my knowledge,information,'and: belief the work_proceeded mi accordance:with:the requ.irements of 780 CMR and the design documents approved As:part of the building permit.and that I`or my designee: 1. Have reviewed,for conformance to this code and the design concept, hop drawings,samples and other submittals by the:contractot in accordance with the requirements of the construction documents. .2. Have performed the duties for registered design professionals in 780 CMR Chapter 17 a9 applicable. 3: Have been present at intervals appropriate to the stage of.construction to become generally:familiar:with: the progress.and quality of: he work.and`.to determine if the work was performed in a manner consistent with the construction documents and this code: Nothmg:in this document rellev of its responsibility regarding the provisions of 780:CMR 107.. Enter in the space to the right eta § electronic signature and seal.: Phone number::415-7.87-223.3 Emaik woytowicz@dennisgroup.com. Building Official Use Qnly Building Official Name; Permit No.: Date VersionOt-01.20.18 Final Construction Control Document ' To be submitted at completion of construction by a J Registered Design Professional for work per the ninth edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title:Cape Cod Chips-Tour Renovation Date:06/28/2019 Permit No.B-19-695 Property Address: 100 Breeds Hill Road Hyannis,MA 02601 Project: Check(x) one or both as applicable: New construction X Existing Construction(Renovation) Project description:Renovation for a new tour entrance at the Cape Cod Chips Facility. I Jeremy M Toal,MA Registration Number: 10811 Expiration date:8/31/19,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: X Architectural Structural Mechanical Fire Protection Electrical Other:Describe for the above named project. I, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis.To the best of my knowledge,information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: A. Have reviewed,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. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been 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 was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107, Enter in the space to the right a"wet" or �,� p�DAR, electronic signature and seal: ¢�� Q Y M. kr MONTACUE, W MASS. Jy Phone number:413-858-3481 Email:toal@dennisgroup.com `y'y`e'1lrH of MaSS��•C_ Building Official Use Only Building Official Name: Permit No.: Date: Version 6 1 012018 Town of Barnstable oFt„E r Building Department Services Brian Florence, CBO Building Commissioner Z sAxtvsrnaLe. BA�NSTABI,E 9 ass. 200 Main Street, Hyannis, MA 02601 _=fiRuna� 16;9. 10 1639-2C .erED MA'S A www.town.barnstable.maxs 3�g Office: 508-862-4038 Fax: 508-790-6230 February 20, 2019 �tT� Snyder's-Lance \` Cape Cod Potato Chips C/O Mr. Rogerio Alcantara The Dennis Group, LLC 1537 Main Street Springfield, MA 01103 RE: Site Plan Review#075-17 REVISED Cape Cod Chips, Inc./Campbell's Soup Supply Co. 100 Breed's Hill Road, Barnstable 7 Map 314, Parcel 314-023 Proposal: Revisions to the previously-approved renovation project at this location. The following are proposed in this project scope: creation of a visitors' walkway connecting the parking lot to the building accesses located west and east of the building(slight rerouting from previous); creation of a new courtyard area; creation of a new exterior heated visitor's restroom facility; and,the renovation of the tour corridor within the building. All renovations are to enhance visitor experience. There are no changes anticipated for product storage or expansion of manufacturing/building. Proposal is a separate, smaller proposal from what was originally approved and is not a Phase of the existing CCC DRl decision. Dear Mr. Alcantara: Plans for the above revised site plan review application were administratively approved by the Site Plan Review Committee at the informal site plan review meeting held February 19, 2019 subject to the following: • Approval is based upon, and must be substantially constructed in accordance with, site plans entitled"Snyder's-Lance Incorporated—Cape Cod Potato Chips" 11 Sheets including grading and drainage, dated 2-19-19 prepared by Dennis Group, Springfield, MA for Campbell Soup Supply Company, LLC. • The proposed new sewer connection will need to be designed with 6" instead of 4"pipe. Contact: Griffin Beaudoin, Acting Asst. Town Engineer DPW 508-790-6400. • A Common Victualler License will need to be obtained for proposed outside tables and chairs. A Non-Live Entertainment License will also need to be obtained for the 2 proposed video monitors in the corridor. Contact: Maggie Flynn, Licensing Assistant 508-862-4774. • If proposal impacts the existing fire/sprinkler line, an onsite hydrant is requested to be installed. Contact: Deputy Chief Rick Pfautz, Barnstable FD 508-362-3312. • Applicant must obtain all other applicable permits, licenses and approvals required. Upon completion of all work, a registered engineer or land surveyor shall submit a certified "as built" site plan and a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240-105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy Sincerely, 42 Ellen M. Swiniarski Site Plan Review Coordinator CC: Brian Florence, Building Commissioner, SPR Chairman Deputy Chief Rick Pfaust, Barnstable FD Griffin Beaudoin,Acting Asst. Town Engineer DPW Licensing SNYDER'S-LANCE M r 9 CAPE COD POTATO CHIPS V V7 d s ® 100 BREEDS HILL ROAD - INCORPORATED HYANNIS, MA 02601 RELEASED FOR: BUILDING PERMIT RELEASED: 02/27/2019 F DRAWING LIST GENERAL NOTES DESIGN TEAM MECHANICAL 1. GENERAL NOTES,MECHANICAL LEGEND,SYMBOLS AND ABBREVIATIONS ARE APPLICABLE DENNIS GROUP O M0.000 80406000 MECHANICAL COVER SHEET TO ALL DRAWINGS IN THE MECHANICAL SERIES OF DRAWINGS. PIEnS D9si0n•Engineer 9,Jild•SL9rl-ll„ f M0.001 80406,301 MECHANICAL LEGEND SHEET 2. OVERALL REFERENCE PLANS ARE FOR GENERAL REFERENCE USE.SEE PART PLANS AS INDICATED FOR DETAILS. A y y CIVIL ENGINEER MECHANICAL PLANS 3. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL 11(j,/4_ --— — ---- —ENGINEER O Mt?Ot 80406101 OVERALL MECHANICAL FIRST FLOOR PLAN COMPLETE AND OPERABLE MECHANICAL SYSTEMS AS INDICATED ON THE DRAWINGS,AS ',��� STRUCTURAL ENGINEER SPECIFIED AND AS REQUIRED BY APPLICABLE CODES AND REGULATIONS. %, E 0 M4.001 80406401 OVERALL MECHANICAL ROOF PLAN Q�, ARCHITECT/DESIGNER •M5.001 8040G401 MECHANICAL SCHEDULES 1 4. ALL CONSTRUCTION METHODS AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE/w i'? ---=-+ ------- -•-- - O M6.001 804MI MECHANICAL DETAILS 1 STATE.COUNTY AND CITY CODES AND ORDINANCES. DIY Onn MECHANICAL/HVAC 5. COORDINATE ALL HVAC WORK AND EQUIPMENT WITH STRUCTURAL WORK,FIRE \ " ELECTRICAL PROTECTION,ELECTRICAL,PLUMBING,PROCESS PIPING,LIGHT FURURES AND PROCESS �� t EQUIPMENT. MECHANICAL SPECIFICATIONS 6. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH CERTIFICATION OF EQUIPMENT ��, PLUMBING. M10.001 $0406901 MECHANICAL SPECIFICATIONS I SHEET 1 EFFICIENCY.EFFICIENCY MUST MEET OR EXCEED THE MINIMUMS DEFINED IN IECC 2015. FIRE PROTECTION •M10.002 80406902 MECHANICAL SPECIFICATIONS ISHEET 2 + *M10.003 80406903 MECHANICAL SPECIFICATIONS I SHEET 3 7. ALL DUCTWORK ELEVATIONS ARE REFERENCED ABOVE FINISHED FLOOR IN WHICH WORK IS TAKING PLACE.FINISHED FLOOR IS REFERENCED AS 0'-0'. CONTRACTOR 8. REFER TO NEMA CLASSIFICATION DRAWING IN ELECTRICAL OR ARCHITECTURAL DRAWINGS D D FOR CLASSIFICATIONS FOR ALL AREAS.ALL CONTROL DEVICES AND INSTALLATION SHALL COMPLY WITH THE NEMA CLASSIFICATION.CONTROL CONDUIT TYPE AND MATERIAL SHALL COMPLY WITH DIVISION 1626 SPECIFICATIONS FOR EACH AREA CLASSIFICATION.THE MC SHALL BE RESPONSIBLE TO OBTAIN ALL DRAWINGS.DETAILS AND SPECIFICATIONS FROM GC •INDICATES LATEST REVISION TO DRAWING TO BE INCLUDED AS PART OF MECHANICAL SYSTEMS If:D)CATES DRAA4C 'a NOT I4LCUUE0 IN RELEASE 9. ALL OPENINGS(WALL,ROOF,CEILING,ETC)REQUIRED FOR COMPLETION OF MECHANICAL SCOPE SHALL BE MARKED BY THIS CONTRACTOR.WHERE ROUND DUCT PENETRATES SQUARE OPENING,MC SHALL BE RESPONSIBLE TO PROVIDE TRANSITION SECTIONS AS KEY PLAN J-) WHITE . NEEDED.CUTTING AND REMOVAL OF THE ROOF SECTION(METAL OR CONCRETE)FOR ROOF PENETRAT IONS AND CURB OPENINGS SHALL BEBY THE MECHANICAL CONTRACTOR. -.,.- " —. _. I N C O R P 0 R A T E D" ROOFING MEMBRANE AND INSULATION SHALL BE BY ROOFING CONTRACTOR. 10. THE CONTRACTOR SHALL NOT USE BEAM CLAMPS FOR SUPPORTING COMPONENTS FROM THE STRUCTURE.THE USE OF BEAM CLAMPS IS PROHIBITED IN THIS FACILITY REGARDLESS OF ANY INDICATION OF BEAM CLAMPS WITHIN THE SCOPE OR REFERENCE DOCUMENTATION. Dem _ 11. ALL SCHEDULED EQUIPMENT(UNLESS SPECIFICALLY NOTED)SHALL BE PURCHASED BY — ---- L Barnstable Bldg. MECHANICAL CONTRACTOR FOR INSTALLATION BY MECHANICAL CONTRACTOR. MECHANICAL CONTRACTOR SHALL RECEIVE,OFFLOAD,LOCATE AND INSTALL ALL ''`' �•� �' f r; v :--&fMISC.SMECHATEELLIAYOUT COORDIUIPMENT NATION DRAWINGS OED HEREIN. R SKETCICAL CONTRACTOR FOR LOCATION OF ALL ROOF � r � � roved�� �r CURBS UNDER THfS SCOPE. Ij L �y �r Permit #:-- "kq (,1( ,12. MC SHALL BE RESPONSIBLE FOR ALL HVAC EQUIPMENT CONDENSATE DRAINAGE.ALL DRAINS SHALL BE THE GREATER OF 314'OR THE FULL PORT SIZE OF THE UNITS DRAW , l� CONNECTIONS.WHERE INDIRECT FIRED GAS SECTIONS ARE PROVIDED WITH A DRAIN PORT LLL - �• THE MC SHALL PROVIDE AND INSTALL AN ACID NEUTRAUZAT1N KIT TO MATCH THE BURNER ' ) ��_. �- >a..�I�j (! 6 INPUT. DENMS GROUP f Plan•Design•Engineer•Build•Start-Up Succ:.SP.'ingfe-d MA 01103 2�i7/lJ dcr w Jnneu SiatCs Ccmw_j ca-braclt-Fbna4xl CAMPB=LL SOUP SUPPLY COMPANY L.L.C ;IW i;+ Vn_I t•M reernnre uxo.r'ss ._ t1ECl-ANICAI- l. A o rnerzwisr,Pr-cl zcr _ ti..dw.........,.n. ., •.. n. no .. v ., n. .e „w,�..v xv a 9 1 �"":.....j. __ �_.µ _.... ..,,. rr,,., ,:.w.,, mT —----——r.,. ..,,., �...� -.s„ ,,k>+ .,.a,,. ,�.,.� .,,.p .....,•' v i o r'j 0lam' 0�') ()60(1 )0�; ••ti nrrri f na i.vrlu.ir.. LN ^ 4 DUCTWORK PIPING GENERIC HVAC ABBREVIATIONS EQUIPMENT TAG SYMBOLS&ABBREVIATIONS S1N(iIE LINE DOME TIME SNl1E lN= WUBIE LNE CHECKVALVE ACV ACCESS ODOR IN VALVE ID INSIDE DIAPAETER H Tk � - AD ACCESS IXXIR IN INC'ES EQUIPMENT pAtA SEE SCHEDULE FOR e EtE.R.CE —� RISE(SINGI.F LINE-PLAN VIEW) AIM �SI�E INSIA INSULATION NOT -- PERTUTAVUNCE - ROUND1at1UNNOUAFF ABOVE FINISHED BOOR RFOUIPoNG Sc RF.WJIRFNHNTS r---- MUNG SUPPLY UUCTUP E%iNl$T OUCTUP DROP(SINGLE UNE-PLAN VIEVY) AFG A80VE FBIISNFO GRADE NW KILOWATT ELECTRIC wrA l AF11D AIR FLOW MEASURING DEVISE KVA KILOVOLT AMPERE SERVICE MTA [� _URIyEXh•A(IST lT�jl J TOP TAKEOFF -11 T-L-Ld -ILJ T11!—J 1 ALT ALTERNATE SU%PLY DIMTID DUCT UP 30TTOM TAKEOFF L LQiG7N NOTE:REFER TO SCHEDULES FOR GERNMCN OF EQUIPMENT SPECIFIC DATA LIS7EDNTTMN TAG AP ACCESSFANEL LB FOUND PIPE BREAK(SINGLE LINE) ARCM ARCHRTECr LF LINEAR FEET MOCKS. i DUCTOONYM i ] END CAP ATC AUTOMATIC TEMPERATURE LVG LEAVING GENERIC HVAC SYSTEM TAGS t-� iOU�SUPPLY DUCT ON `--GJ M con oL �W CLEAV-0UT FOR CONDENSATE DRAIN ATW ATC COMPRESSOR DRYER M CNE THOUSAND $APPLY OUC<DUWN ROilFD RCTIktNOR ATCR ATCCONFRESSURRECEVER MAX MAXIMUM �•LYy 0_Lly MBAR UNITS PER OOII�PITHEriMAL AUTOIUATD CONTROL VAL'fE ELECTRIC CARNET UNR NEATEN EXHAUST T�TT DIREf•TKIN OF FLOW IN YWE AIV ATMOSPHERIC VENT HW FINNED TUBE RADIATION PIS m- my' SIMPLY LIN=s(GHWS.MNS.GAS,ETC-3 AS AIR SEPARATOR MCA MINIMIIMCIRCUITAMPS G —FIN TUBETAG RISEDROP RISE ON DROP IF.,'�— pM.ETC_. AVG AVERAGE MCC MOTCRCONTROL CENTER G ATC DRYER _ ACOUSTICALLY SUPPLYIRF_1NTN tE� RETURN UNES(CHWR.HAIR, ) OAS BUILDING AUTOMATION SYSTEM 8—ACTMELEINGTH '� UNEDOUCT �l EXHAUST MECH MECHANICAL BFF DELOW FINISHED FLOOR M� MEZZANINE ATM ELEC.BASE BOARD SHP BRAKE:'.ORSEPOWER ACTURER ATC RECEIVER qR•1 —FIN 115E TAG $DEVf/11.1-TRACT MTD SLOG BULDNG MFR MANU. xu ACTNELENGTH II OPEN F.NG _ REGISTERIGWLLE CALL OUT SYMBOLS B� BOILER MIN MINIMUM L./ BORER �--KW �- — DUCT%VND& I If W2RANCH TAKE-0FF MD MOUNTED �./ 1Ta1'It VMS VOLUME GAMPER BOD BOTTOM OF DUCT CABINET UNIT NEATER X SECTK)N DESIGNATION ur,)5• BOP BCITOMOFPIPE H NDTAMAKEUPVIATER 8 HFAi EXCHANGER �^ UNDERCUTUDOR BSMT BASEMENT (SEE S(}IEOULE FOR WA NOT AFPUGABLE HEATING COIL TYPE) 3EXIBLE (mT D STONILY SDEWALL "OR 1.5tiF BTU BRITISH THERMAL UNIT NO NORMALLYCLOSED Itch DUCT WN'�w WAR --'A- LOUVERED DOOR REHEAT t01l --SHEET NUMBER BTUH BRITISH THERMAL UNIT NO NOISECRIZRA RANI( I I PLENUM)BRANC NUMIND FOR _ PER HOUR -A� RETURN OR EXHAUST AIR FLOW NIC NOT IN CONTRACT _ EVERY A'OF UNEAR 1 DETAIL DESIGNATION C CONVECTOR UMTN=ATEF(SEE REHEATCOIL B —SHEET MIU7:R — SUPPLY AIR FLOW CA COMPRESSED AIR No NORMALLY eSCHEDULE FOR 8OF HEATING WILTYPEI I rS SUPPLY OR RETURN M0. �� TEMPERATURE SENSOR CEILING FAN [' 1 RISER DE51(iNAIIDN ` TTEMPORTH6R1AU R5 S Cl. CENTERLINE NOM NOMINAL HYDRONIC SYSTEM SPECIFIC TAGS '•NOTE:SINGLE LINE DUCTWORK ZINC REPRESENTATION OF THE LINE WCTWORK O O OR HUTYSEASOR OLD CEILING NTS NOT TO SCALE NN'S PIPING SYSTEM RISER DESIGNATION OR HUMIDITY YSNS co CLEAN-OUT I CB OCTAVE tlANU O COL COLUMN COMPRESSION TANK STATIC PRESSURE SENSOR W ON CENTER L/ C11II I.FR SYMBOL DESIGNATES COMP CONCRETE OD OUI$IDRIP PROOF LL// IXI STNVW.ND A-NAY SLOW SUPPLY DIFFUSER a SYSIkM OR SERVICE pe UPS) ® RFMO-E TEMPERATURE SENSOR OpNC CONCRETE OOP OPEN DRIP PR00= RK RATC HEAT EX(YIAY(EH V�I wd OFCI OWNER FURMSHED CONTRACTOR O COOLING TOWER y SOB WA'N CON INSTALLED ELAN D FOR B•WAY BLDW SUPPLY DIFFUSER SMOKE DETECTOR CM1TR CONTRACTOR M REFER TO DRAWINGS(X70Q e5D OFOI OWNER FURNISHED(MAER (ANY SIDE CAN BE EtANK) CUP CUBIC FEET INSTALLED PUS SIfELLAND TUBE MF/IT EXCHANGER I FOR CONTINUATION CUP CONNECT TO EXISTING CUM CABINET UNIT HEATER OY OUTLETVELOCITY DIFFUSER,GRILLE,REGSIEH EXPANSION TANK BLANKED POR 2-WAY BLOW SUPPLY DIFFUSER r LETTER DESIGNATOR ® D D A!N POI: POUNDS PER CUBIC FOOT e HEAT FUNIP e — — (ANY 2 SIDES CANES BIAM(I I LIMIT OF REMOVAL DF:,IGNCFN Utl DRY BULB TEMPERATURE PO PRESSURE DROP f A REVISION NUMBER DDC DIRECT DIGITAL CONTROL PH PHASE E I I �--7I BLANKED FOR i-WAY BLOW SUPGIY DIFFUSER Pas PLUMBING IL--II fANV-CTD11 AIR SEPARATOR --I�(I 2---�A(DI DGCFP DIRECT DIG!1AI CONTROL PRE PROVIDED BY OTHER SECTION(S) I/� (ANY 89DES CAN BE BLANK) ( KEYNOTE DIAMETER L PRESS PRESSURE TOP OF DUCT ELEV. D'A DIAMETER PRIM PRIMARY T 16'•T� DIM DIMENSION PSLA POUNDS PER SO.IN.ABSOLUTE SPECIFIC TAGS AIR SYSTEM SPE —EDTTDMOFoucrON PSID POUNDS PER SO.IN. —TvD MANUAL VOLLh1E DAPMFR —A'oo B@^,ImRAFT DAMPER ELEV. MG ORAVf1NG PSIG POUNDS PER SD.IN,GAUGE DIFFERENTIAL DUCT FT.L'V•ATION TAG PVC PO:.MNYL CHLORIDE AIR MAN.UNG UNIT rq —�TU SELFCLOSING FIRE DAMPER •^�+"O PARALLEL MADE DAMPER EA EACH e IVR FLIER —DM MOTORIZED DAMPER .+.+BOA OPPOSED MADE DAMPER EAT ENTERING AIR TEMPERATURE RET RETURN FFF EFFICIENCY RE181 REONPED w nUAIIDIFER I� HEATINGOOI. H HC6OOItER AIR SYSTEM SPECIFIC ABBREVIATIONS ECLAT ELECTRIC CABINET UNIT HEATER RH RELATIVE HUMIDITY R/ AUTOMATIC SMOKE DAMPER lAaaot� RM ROOM 9-EC ELECTRICAL RPM, REVOLUTIONS PER MIN:'TE e IIUdiWFlER AY$ --0SFO COMBINATION smOKEIRRE MWER —11 AW AIR VOLUME TRAVERSE STATION MAU MAIEJJP MR UNIT ELEV ELEVATION .AIRVOLUME TRAVERSE STATION AC AIRCONUITIONING —O ACID AUTOMATIC CONTROL DAMPER —O S AIR FLOW MONITORING STATION ACT) AUTOMATIC CONTROL OAMI'ER 3AER EMERGENCY SCH SCHEDULE O ROOF TOI'UNIT AG U AIR CONDITIONING UNIT OA OUT9)EAIR ENT ENTERING SOv SOLENOID OPERATED VALVE O a WOLIWGCOIL AF AIR FOR OM OUT;SIDEAIRINTAXE SPECS SPECIFICATIONS 'SF•-SUPPLY --OP PNEUMATIC GAMPER(AUTOMATIC) AHU AIR HANDLING UNIT 060 OPPOSED MADEDAMP€R EQUIP EQUIPMENT e FAN `RF RETURN ALD ACOUSTICALLY LINED DUCTWORK QED OPEN END DUCT EXH cXwSI SQ SQUARE SST SCUARE FEET 'Er EXHAUST ATO AIR TERMINAL DEVICE EX? EXPANSION SS STAINLESS STEEL SOLPDAT(9DATOR AVS AIR VOLUME TRAVERSE STATION PHC PREHEATCOIL OEMOUT1ON&MK FIR FINNED TUBE RADIATION STT7 STANDARD rtV FAN COIL UNIT BUD BACKDRAFT DAMPER FCV FLOWCOMMILVALVC- SUPPLYOUCTWOILK STORY STANDBV RA REDIPoi MR O RETURN DUCTWORK( BI BACKWARD INCLINED STL STEEL EXISTNG 7p REAWN RF RETURN FAN RFX FLEXIBLE HEATING VENTILATING UNIT CC COOI'INGCDB RG RETURN GRILLE FUR FLOOR SUCT SUCTION EXHAUST.AIR(ACTINORK COMROLW'�' CD CEILING DIFFlISER RHO RFI IF.ATCOIL FUROR FLOORS MN SUP SUPPLY YARIentG llIWYESLPiAYA1R RLF REUEF vAv-; TERWMTAG'• GO CUBIC FEET PER MANURE FP FIRE PROTECTION TA THROVE-AWAY LG GEILIN^u GRILLE RR REIUFVI REGISTER FTYA FEET I'ERMMUTE. OR M ANIUMCFM UIFF DIFFUSER RRTU ROOF V RCGFVEN UNIT TAV THERMOSTATIC AIR VENT FT FEET TEFC TOTALLY ENCLOSED FAN COOLED yF —MNIMUAMSI! Dwal OCUME WIDTH DOUBLE INLET FU$Ef. FUREET ISHED ONO TEMP TEMPLHAIURE A pW51 DOUBLE WIDTH SINGLE INLET $A SUPPLV AIR FUR( FURNISHED Too TOP OF DUCT TAGUSEDWITH OX DIRECT EXPANSION SATT SCUD ATTENUATOR TOP LOP OF PIPE C Et.EC-REHEAT SOIL SL*EEN G GAS TYP TYPICAL EF FXILUIST FAN SDMPR SNOKFOAMPER GA GAUGE (' ^NOTE COPS'fANT VOLUME BOX INDICATEDVMEN MAX MN S SMOKE CFAYS ARE EQUAL EG EXHAUST GRILLE DETECTOR GAL GALLONS UII UNIIHEATFR ESP EXTERNAL STATIC PRESSURE SD EF SMOKE EXHAUST VAN GALV GALVANIZED V VFN I' SF Si.PPLY FAN GO GENERALOONTRACTCR VEL VELOCITY F F'% SPIT COMBINATION AUTOMATIC SAOKFhIRE VFRT VERTICAL PC FORAWART)L'URV6U UAM"AIIIHAC\,ESSULAUlk- OPII lfkl0M10 PER HOUR \'FD VARIABLE FREQUENCY DRIVE FREE AREA SG %IPPLY GRILLE GPM GALLONS PER MINUTE VTR VENT THROUGH ROOF FCU FANCORUNR SM SHFF METAL GRID GRADE(GROUND LEVEL) FD FIRE DAMPER(W,.ACCESS WORT SP STATIC'RESSURE W WIDTH FLTR FlLTER SR SUPPLY REGST-7t H HEIGHT Wf WITH rW HNS PER INCH SwDI SINGLE w7DTH DOUBLE INLET HD HEAD W/O WRMOUT FPT FAN POWERED TERMINAL BOX SWSI SINGLE WIDTH SINGLE INLET HP HORSEPOWER INS WET BULB TEMPERATURE RR HOUR WIT WDE:TIANGE 6E GENERAL EXHAUST TE TO:LET EXHAUST HL HERTZ WC WATER GAUGE GIH GRAVITY INTAKE HCOU TF TRAWSFEa FAN MX HEAT EXCHANGER -F DEGREES FAHRENHEG GRH GRAVITY RELIEF MOOD TO TRANSFER GRILLE •C DEGREES CE SIUS TR TRANSFER 0 OIAIA'IER Ei FIG HEATING COIL ISP TOTAL STATIC PRESSURE HV HEATING S VENTILATING LNIT D HU 'rUMID'YIER -C UNDER0ITCOGR IMP INSULATOU METAL PANEL VD VOLUME DAMPER 7-.7�T7��'(''/ AT LEAVING AIR TEMPERATURE VAV VARIABLE VOLUME SUPPLY AIR DE IV 1V�\ GRO t0 UNEAR DIFFUSED T�IWA-� i L/ll.. 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EONS AND DRAIN VANS. LIKEENITED 10 GRAM'AND FINISHFO'WIN NJ ACCESS PANEL.RUNNING CLEANOUES MAY BE USUU WHHERE IL R N.VNOCESS RURPNFNH IOINIIEKAIIOY. Ii REUTED WORK SpFCIRF,D EI.SEWHI. MIPMCTICAL MUSE CND CULANDUISAT MSE Of RISERS. C.DATA PLATE IDCMIrICATMR ANN"VAN EQNERAI-IWNUTARUPF. ATIUFOIMWIA REFnHNCM YCnoMM.1:1511:OASAMIMMUMUTAU'AIIONA-¢:ZU:REMEN!TSANN%OR''PXRE F.LADIMAINANOPRCEUFkWIPMENI MUS f BESEVAMLI ITTRA✓ROUNUSSCM<RNR4;wlM 1.3 QUAU._URYWCE NOTING MD IN THIS SFCVON SVNICH VAVBF'.RECIDRE-C RE PERFORMED UNDER OTHER p GNAED SECTIONS ;A NPE IONTS A ASME Al3.1-501UME fOE TIME M(XFIFKAINIII Of P1PIAG SRfFAK LSECIIUN.GAS3-ME-1CA HFERTIIKAATV, A.GENERAL EXERCISE CAPE WHJJ MAKING PIPE IOINR AND MAKE TOMS IN ACCOR U WIN IMF P.PE NMTERtAI _ La SURNHTrA15 WtE STNRC LS MANUFACTURERSRECOMMENWINNSANDTHEF GMAGREQUIREMENTS.TEAM MSIA43 Of PIPElOIMG. A SUBADi YJLPLESLF PPO0.CT5,TAGS.UAF.S aFM PUNTDATP. 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APPROVF.DEMIAL FFOOR MASTIC DRAINPIIPI G,'NSSi TUBLIUA'WA IASWfIC CONTINUOUS WASTE RP NI AND�NSFSFYhROY Im U.H EG TO NIS FACE AC'UMTEIY,INSTAU.GASIO'TSANO DRAW LIP SOL-REAND TIGHT TO INSURE FULLGAS#r IF SIGNS USEDT FNOCUCRONABLE"LN IIQFAL'LIIYSJW41,pF.9RACYU IMMOWNERAINADMI FOUR.. PASTG,Sr.WTRRNNG. RDW SEAL. 21 EQUIPMENT NAMEPLATES C.WINING MATERIALS AND PROC_DUR-LUNFORM MASME CODE AND APPIKAB.E[TNER,,MOR M UTATONS I NO•HIIB INNIS: CAST IRON NOHIIUB IOINI ENDS MUST RE PROPERLY ENILIDD IN-IHE GASOA SINEWCIAMP A,O RIPINBN: LAMINATED TNCDUTCR PLASTIC WIN ENGRAVED BLACK LE-.11 ON LIGHT CONTRASTING D.WELDERSCL-CATION:INACCURUA-VAN ANSVIS-5ECTONV. ASSEMBLY PRIOR TO TIGHTEN'.NG. MART:NO-HULL JOINTS IN N CQNMNCE WITH PiENTOLRPS MITItNin M BACKGROUND COLOR MINIMUM 21GNt5 NIGH V A INCHES VACS.5ECM1 TO EQUIPMENT WITH ABF FSW VAMPMEI NO EBB O1 CISP13Ol. I. R All COMPONENT LAGS SHALL MMANUFACTUREDMUGACfUTED BY MA0.DG Sf.RVKFS.INf.DRPORATO MU)OR EQUAL 3E 3.6 DRAWINGS PI ASTIC PIPEp THE ORAW'MOS SI OW TILE[RENT AND GENERALM I A0. NGULA OF PRIG,AND LOCATORS IF MF FOUHAI ENT. ATTACHED TO MVKC'MTN WIRE A HI 52AT CINMPM Wr.H WAG P15T06,SEC BELOW PP.HG,FiXIURES fJJU kQUVMCNt ARE SHOWN OIAG0.PMMA'KAUI IH.MFEHANICAICOMMCICRSWM BC I.CENERA'_:NPESHALLBEWI%UARt.LYWfINATINE.MDTHF.DSAWORWIFE.REMOVEALL-ASINTT M HKFE 1.V.ARBIG SE nV INCORIOMTfD OR MPROVFD EQWU. .5pON51BLE FOR IINAE_OCAEDNS IN THE MOST PRACTICAL MANNCIL TREE rPOA1 INTERFERENCE W.1N OTTER UX FILE. - AFH:WD2.34A13SEELVAVAMRCSEAL CUM aRIIP:/MVM.TAv16CYv.rOm>j PIPMRO115TRUCt11RALFCATURES. >IE1NT -.1 -Of M SMIT ACCORDAtTs M TILE PF B'UTJfACFVTOR'REQUIREMENTS Al. W CITICANONS. TGNTS$HAIL NOT R VADE IF)HE MAICFIALS UR MR TEMPERATURE IS Not VATUN ME C.TAPI NVIRREHS: 1.7 ACCFS91ILFfY SVECIIIkU UMI15. 1.FLF,MH,,VIEI HIMTAPE.\MAIN PRLSSLME NIHNEAOH..MCIUG AND P41NO0 MNIXINGi AALL WORKS L U INSTALLED SOTHATAII.PARTSREOUIRED MRIRGWLY AOCES5WUL TON NSPECTON,UVLNAIIpN, 3.5 PIPE PENETRATIONS 2.FOUIPMEM NW1¢P.5 SNAIL BE HAVE 3S INCH SYMIIOS AND LiTTEPS FOJ TTFRIM APPLICATIONS AND MAINTENANCE AND REPAIR.MINOR DR'MTIONS MOM ME CRAWINGS MAY Bk NIXIE TO PCCOMPISET TER_END. EXIkRNEAPWCATIQNS, BUT CIWNGESof WGNRUMSIALLNUI MNU,MWNCUrMORYIRITTENAPNOVAT NOSt THE ENGINEER. AALL NDNLN$'JUTED'll'E TFMT PENETPATE IWSUUTF.O PANEL WALL15NN18E M5UlATfa TNAY'�Mu.Wi CLFY r F Itl VRUIk'eWN THNK VIPL INSULATM SULATION STILL IDEALLY PROTECT A VTIMUM OR W ON THE WARM SIDE AG 6'ON 2.3 WNTIRUTION OF MR CMIInN'MC,rGUIFrANT THECOL/SIDE.OITTHEWAII,TOTAL LENGTH OF NPE COVERING SHALL BE 36".INSUTATONSHALLDECAPPEDAND A.MONf1F.IDMTUIGTON MARKERS iO IDCAIE AM CONDITIONING EO:IPMEIYIAW'Jf r.BAR CF0.INGS.INSTALL 3/A I NE MEMANHAi C.ONIRACIOR SHALL BE RLS?ONSIBIF IGET WORE ANO EQUIVM:N�UNi11 REAL INSPECTION AVO VAPOR SEALED ONION ENDS TO THEP'PE.REFER TO ME DETAIL DRAWIG54fURADORIONALINMPIEFPTDN. INCH TOONETDEATME!MOKR.MSCATIEAICODOR RNG EMBALING CLUTAr-AT ELLINGJI ACCESS ACCEPTANCE. GRETU!'_Y STORE MAIERIPU WO EQUIPAAFNT WHIQI APE NOI MiMEIMTELY RLSTALLEO AFTER B.ALIUNIN5IMTEDPIPETWA1 V LMTEUNINSU: ED\ tLSSHNLBEINIAMDMDSEALEI'MMIAW'ALL5LEEW THE FOII.N INGINENNF'CATIOY MAILERS SHAH RE RIOROD ON THT..OIEET MECAC DODJMENT$: IFLNEp M HESRC.CLO_SEOPEN ENDSOFWORR PATH TEMPORARY COVERS PLUGS OI!P.ING CONSMLX:NC.'N AVDGSNG SGL SIFEVES aN05GISSHAI 1.eC SVtU'TDPPEVENT PROIECTON BEYOMDTHE WALL PUWESAG PPF 10 AAE`T.,CMn OE OBSTIEULTING-METAL. COLUR MUST BE PRCVIDLD r0 Comma WALL OPENING ON 001 N SD:SOH THE WALL- F.(AN COIL UNI:GREEN. L9 E--NATION OF SITE L SLEEVE AND SEX MM1TERLU.MUST BE CNEAMGLtV AND MCMWKALLY CDMPATIPoF WITH ME PIPE WO 2.FILTER LOCATION B SEPARATE NUN LAN CON:TELLDIN. It BEFORE SUBMIITG PIOPCSAL VISIT ME SEE.FXANIHE RS TJXIKTON,AN3 BECOME ACZIMIMED WITV'ME SE.-IO WHKH ITIS SURECTIO. PART 3; IOECUTICN OMIACLES AND ADVANIAECS FOR TERFMilTK ME WORK. STUD/ME M VHNG5 AND SnOOfATONS C FOR INSUIATF.D PIPE PENC-RATION5 THAT PCNTIUTE MEWED PANELW'ALS,R T`CR TO TEE BEFALLS PROVIDE ON .I rIEAMNATIIVJNBJPIEPARMIOV EXPIANAIOFY 01 THE WORK TO RE KRHOWEO ANU COMPARE T EM VATa IHE MIOMAAOC1k CJ,ENEMC GY TN_ IHE DRAWINGS. A CECRfAE NADJiJI SIRFAG630RFG.NGA/SR:S'EIORIOSVI:rICAT10X WTERiu 3. EXAMINATWN OF IHE SITE. 0.NO CLAIM FOR-RA COMPENSATION WILL 0"R[CCGNIZFD,(DIFFIEULIIES Aft EMCGUNTEPfD wNKM!.N D.ON aII LL W-HHEATEDNo N'fS THAT 5H NFL ATF UNTISSUNI(D WALLS,ME PIPE INSULATION SNpLL BE URPED LNAOJGN U EWL<vENt NIhT B=PANTHIP1m INSL.10PF.R 9PECBiGTIDN9BE=ffEMSTAlIAG10`HRFGATICH. EXAMINATION UT THE SITE CONDIION5WDCONHMUI'DECUMENIS PAM TO EXECUTING TREMITRACT WOULD ME WALLWI'HGDCCRCASE ATPIPE WALLAND THENKNESS.IOACS SIHIIt CLISF W1NAfEDIN'NHFTIGRT. " INSIIUTION SHAH TERMMAIE AT THE WAIL AND THE?ENETRATION55NA LBE RT'M PATH DOn[ORNING ITV. S2 INSTNIATIOV NAVE HEVFALED. 1.MALL DF LNSULITEDROOFING WALL RTO RI.T PROTECT ME PIPE INSULATION SLMLL BE WRMTEU WITH AT LEAST TWO A 91uT6.NALEAAT3.EEN'NtWIFM I6,PAID tiE 9<IJLBE SEQNEOTOTIE ECMAEENr LIiIIK'lI OF S3lIRPG F}gITP[ I.:O TEAR UY=RS DF L`P ROOFING PAPEI TO TRITER THE MSUTATON. SIULLUE NPFOVEDnFVNTNMLAiEP. 4MRMI511 ALL LABOR.MATERIAL,iNStNUMENII,SUPPLIES ANO SERVKET,pND f1FA0.ALL COSTS FOR 111E 2,M ALL UNINSUIAFLD WALL PENETRATIOW,W'ALL 5LEEVFS AND WNfRE NECESSARY.VMS SHALL BE PRCMOD. B.MAIM.B1FXIFlTHIOc^A=ArENCOVREIIOS S W^ILRM091dM ITM'IM XiOMWSNNHNT OF ME TESTS S-IF ED IN PART S,D, MRVCT ALL 3rrECTS APPWiENG UNDER(ESL',AND SLEEVES AND SEALS 9MLL M%?In TO PREVENT PROTECTION BEYOND ME WALL PLANES AND PIPE COLLINS RSPFATTHE TESTS IIMR tJn DEfERSME DISCIOSM.IFAV E TE ECU':pMEM CLEAN ANU RCAOY fVR USE C IDOOMTGTEUE, 3EM51/1LLUWA51CT101]EPlf'J'Jp3ppxngBORNGFS.MSIONLItMCCFLSrEfiP.ILiSiHRC SWT.t BE PROVIDED UC COVER THE WALL II-VGA ONRO1N NSOGME WALLSEAL MATE MMS MUSTUE IRIS ORIAIJFEc NLSPA'ES W TBE ElRYA0CE54RlF,FMGF.WBIGORN1u78E NERNETICNIYSGLED 4 PERFORM All"05- -QiIR MAN OIDWD CESTC WHIM MILT BE REQUIRFO BY IEGM AIRHIIFIRFS OR BY D LCIE TO ANDHIC MCCH ILLICIT COMYAIIB WI-N THE PIPE NWG110N AYD WALL REEVE ANO CDR M[ D.1161RCFRM{YlfTTIVOyL.ONRBT,/OIO.N33S 9G .ANOONTAG91RTOBE VORWAYIiI1 W11HOi16 UMFT3 F0 AGFGTODIESICTNH05E RFQUIRSMNR M:S WO0.0 bTC ODNFIIHNI. SEE:ICETOWNKHLATEDpIEREC. E L IN0.RC.FROPTANp TAgLYO5TN1116N PMr2: PAODCCR E.CLIi OPENINGS IN INSULATED PANS FOR PIPE PCNCTMlIONS ANO INSTALL MFPVk.HkSGLALL CNEPFNGS IN ME E 1A1NTWGSN¢LBEALLUMDFGPNWIMKATpa M.vDxFRIXF$$WSAS. APIPINGCIISSES INSLI IVEIMM ASSJREVAPOR BARRIER CUNHNUIIY IS MMNINN-S`. F.M=6AJUKAL EQUIpMFNT '1:SFE PIPE CIASSIFKApOIYS SCIEDUID ON DRAWINGS. I.VENEIW,1ON5OFiX NGWALL5ANCFLOORS:MAKE FFEIMATOU FOR PIPES BY THF'CORC-0R.WNG'N.ETG0. SUCH PENETRATIONS SHALL BE CLEAN AND FREE FROM EKCESSNE STALLING. 1.E1L LGGIAVCA'_EpUM4C110:/1fDOJTSPF.t!H�IAKG'SNIEAr SXTRLBE M'10IfED V: 2.2 MISCELLANEOUS PING MATERIALS P.FRAStC RLVEM"ESIIAREtSYRR EpNLDSYER1ES51ANTMEEJAIQAI.FA410ER5.•JtA]RSNE. 4NIpPlFS: M?PIES SNAIL CONFORM TO\4W N351 AND SNAIL BE ME SAME AIPTE0.ML P5 MP-PALING IN•NgOi 1.MAKE VJAl1 PENT.RATgNSQEDTO ACCOMMODATE NITRITE pWS N'. 2.wN]xED EiOC&LRLPBLTJPEAiG IN=FR. 2.PACK MNONn WALL PENETRATION VOIC TIGHT AA TURD-WITH GROUT-TO WITYON h'W ME EX(EM IT B.UNIONS: IMbAIS 511A,11.AR BRA55 011 BROA2C,1E$LD.TINIER M0."ePDE7 W WtiE SUQIkH IO VT ENO; WALL FACE PWG MMUNDIG I'SPACE WATERTIGHT USING W fIIRRKAANS SEAQG MASTC SUCH AS JD SCREI1UlE9 CpNM: UNTCU WAV'J5t6 FOR USE IA'f,C1PpN IIIB:G. 'SIMFLEX'V M R W ELECTRIC ON EQUAL 0.ME fOUQME gAX1AENl'SYA�PFOENIPEO ASSPEQFFD NEFENUlE9.°.i.-03iEOM EUW"NGFPCLIY JfN10ARD Yrl¢,}: 3.E CONNECTIONS: TARS DREEMENO� C.OIEI "W CLJNNFCTIONS:UNION WITH WIVW ZED OR PIAIfQ i1FEl THR[MCD ENC.WATER IV PERVIOUS '�SaLATION RARBUR. 4 DRAWING MNIM S IYOICAIE GENERAL APGF.ET.OF PIPING FIr11NG5.AND SPCDLOF AS 1 IIVti[OIAPII✓FNSANINLCEB9GRI3-LUBTEJ&.UELEr1ERTI. D.INSUWT!NG BUSIRHG:AND UNIONS: F-RUMBEN FNRFAIEM BUSHING INSERTED B_EIY+EFN TWO DRVMIWR B.CONNECTONS M FOUI'MENT.TC..SHALL RE VADF.IN ACCORDANCE WW IHE SHOP DAA VIG5 AND RGUGNJN 2 VA:.RE:MG AINI'FLL'G-TELLOVT NIAClE1TEYG METALS. MVSUNFMLNI5 FUnNG iY NNE MAIJU THE FACTURELL O'ME PARTICULAR EQUIPMENT FURNNNED.ANT AND ALL ADIDENY A;GOMJr1J,SMEORAN PMNG•YND ITRUE LEMAINO. E FLANGES ON COPPER TUBE OR PIPE:CASTRRCT4M 1501D..SOLDER lot"CONK SCHU, SHOP DRA DRAWCONINGS ERILWREQUIRED FORTE UCCESAWRIGSPATIM CALLED MR VTREDVIPMEMMANUFALTURENS SHOP DRAWINGSOR ONSNOT FOR ME SUCCESSFUL DRAWINGS, BUTT CA LE ME BY n EEQUI(COPMENT WN WWISHEO. Cf ENDOF SECTION F.FLOORANDCCIUNC ESCUTCHEON RATES:nUUNAND CUUNG ESCUTCHEON PLAIDS SHALLU IPE-WED.LOMO SHAMILE INSIMMU WITH NOMXIIIICNALCNAKGE TPE.PLATES SHALL BE Of T 1'NI IE$SE05TtEHAN_COATING OF COPPER,NKKL'AND MROMNM. CCONDENSATE0R : PART 3: WCMION I.CORNER CON OMSAT[DRAIN PING TO EQUIPMENT WO EGOLI NG COL UGNUENSGTE GRAM O?.GENERA_. 3.1 GENERAL DRAIN MNNLCH HJR. A INS MECHANICAL D.RINNINGS INTEND TO SNOW OEIY THE SCOM DR TIC DCSIOt{AND rA MFCTUNIK I LPRWIOE TRAP AT DRAIN CONNECTION 5OEO MPRDp TELV M[WU EM STATIC PPE55URE AT POM OF Ll CONTRPLTOR SilA1.LBF RFSPOMSTBIC FOR TEIH5IMUTION OF 116llORRMAANNNEN SAfEFwCIIRS'tO M[BF31 CONNECTION. C fMTIC[i DC iISTRADE AG TO COMPLETE ME SEW!LV'Mn WCP.X IV ALL PkSPF(TS 3.USE'FRWSNIUN FINING TOJOIN DGSIMIIAP NPI1Ju MATERMS. B,1H:.Ll,f:A1":DTI OF NANG AS IVDIfAIED ON 1;HE OMID-SIS DIAGRAMMATICALLY ONLY.AND THE EKACI LOCAUCN 3,T'FSTIG SHALL BD DETMMIN'EI IN ME FIELD. ME ROX AND ARRANGEMENT OF ALL PIPES SHAH Bk APPRCMMATTE qi SHOWN ON THE DRAWINGS.AS DIRETTQ D nELS INSHALU110N,ASSIFMGM L'ANO RECT AS plKSHPo F,FTPMIAR. A.TIE pICCII.EICAL CONTRACTOTL SHALL NOTIFY TIE[NGNEERIHKLF ROGDAnS OR'IODAYMSTSMEIORE RIGHT WGI ES OR VANAI LRLUNkS WITH BURIENG WXi.ANDDINEPPiPf.S,ANO NtARV$PAU0.MLIBSMSSFAII MADE. TEST'ALL PIPING AND MAKE It GAS AND WaTG TIGHT IN ACCORDANCE WCIN Mf AJMORfW HAVING BE MOW TRUE AND PLUMR,PARALLEL.WRH WALLS AND ONO PIPES.AND NEAT'_Y SPACED.ALL NCN120NfgL IUDSOCION AND ORDINANCES.AND IN ME PRESENCE AND to THE SATISFACTON OF TIT[ANO MLE INSPECtUR RUNS OF PIPING EXCEPT WHERE CONCEALED IN PARTIHUACS SHL I.BE LEFT AS HIGH AS PCSSIBLE AND CLOSE TO ALpG W1M TIrt LNGINF[P ANTI ITIS RIG`RESENiATNE. WALLS,WHERMR POWELL,A TTI PIK LINES.BOIL HEMELYG AND MFOHAMGL,SNAIL M GROUPC/IN MC D G PIPING SHALL BE RUMED,CUMU:ALLU OF IrXTED BEFORE TESTED AND AP VR1.PAR1Ml MATS SIIAIl 3E ;AM£VERTICAL OR G0.1ZON'ALPANES.ALL P.PIXGSWMl6CCONtfAIM ANA SHALL HlIVEAMMMtUM NJMtlkX MADI:AS REQUIRED.BY I HE PROGRESS OF THE WORK AND THE MCQ'ANICAI.CDVTRMIOR SHALL ACCOMMODATE OF FITTINGS,pIRNG SHALL NOT MTFPfTB[WRIT INE OPERATION OP.ACCfS51U111fY Of OCOAS I\'MOOWK,ACCESS T.iE TESTING OPERATIONS TO ME PROGRESS OF THE PIT WINI5i ALL EQUIPMENT.UBOP,SERVICES ARID PANELS.OR EQUIPMENT AND SHALLNOI ENCIIOACE ON-16 M TASSAGF.WATS.NL PIPING SHALL 3E:NSTALLEO MPAMIMS;ALSO PAY TOR ALL COSTS FOR PERTIVENI-I-S.ALL APPROVALS 5HALL BE PFMIC¢RJTV WRITING AND 10 PRESERVE ACCESS 10 ALL VALVES,TRAPS AN3 EQUIPMENT. SURMITIED TO THE ENGINEER.REMEDY Alt UFELTWE WCiRt AG RFPIACF ALL DEFtCnVC RUILTMLS.EQUIPMENT C TEE MFCNANNAL CONTMCMn SIMI.I GE ft,"WGE FOR THE COMECIKt S UP FIELD DIMENSIONS AND SHAM ON 1XIAIRFS WITH NEW CN:S OF ME SPECIF EV GRADL G CAULKING.PEFNiVU,OP\YICMNG UISGEW'FU 4MNT$ CHECK TOR HIMStLr ALL GRADES,LINES,MEASUREMENTS,ANO OMER DATA IN ANY WAY AFFECTING 10S WHJPH: OI HOLES WlI_BE ACCEPTABLE.MI5 CONTRACTOR SHALL MAID-ANO REMOVE All TEMPORARY PIPHIO AND I INE WORK INSTALLED BY ME MECHANCAL RiNTMClOR\VNKH G IMPPr!pFTLY LOCAIM PNC/OR RREWIifl[S WITIOR CONNECTIONS REQUIRED MR RHE TE53 AID SHALL DISPOSE OF TEST WAIfR WASTES AND ALL AFTER TEM IN A N,DUI-IS EITHER THE PHASING SCHEDULE OR TNF ARCiRECTUWOR STROCTUMEES'GN',.SHALL BE CORRECTEDN SAYISFACYOXV AND n'CM-pANIAGING MATINEE: DIRF,1Fn BY ME ENGINEER,AND AL CDS151NODENTAL M SUCH,CHANGES SHALL BE PAID BY THE WCEANICX C.PIPING SYSTEMS CCMRAC'IDK. 1.CUNCENS,A.TF DRAIN: C.ME MtCNATHCALCONTRATE-SHALL MI PROVIDE THE NECESSARY DATA AND SUMV SION IOR INE PROVISION -EST PIPING AflO0.MNf.TO PROCEDURES Of AUIIIOiMES NAMING IURISCK'IN ..1-N OR.I ..1-Ui M.V I.DPFEHNGS IN TIE INCLUDING STRUCTURE. 6MT HOLE."PLATE W'tIGH15 Of RUMPMEVF PMO PU61.I51 LED PROCEDURES AS FOLLOWS: MNJUrACCMER5 RECOMMEN-OF6,HRH PRCFG W PUCEMEM 0ES12N, MI5 SRN:RE FURNISHED TO THE C GEM=MLCUNtRACfOR MDOMC[0.EU1ED tRAr'Ft, I tE51"FVN LEAKS AND DFfECR IH YEW PNGG AND PAIR OF EYSTMG✓IMNG THAT MAYF B:EN E.THE VfI,ANICAL C/NMACTOR SHALL NOT WEED M OR ROPE THIFU H TINY STRUCTURAL.STEEL NIEMOfR, AL:E EACH WENDED,1f 1E RfPAOrO D tESTG IS PEPfORMEO IN SEGMENTS.SVQNRi SkIWRATE RFPOHI' P-NETIAT10NSOF PRECASTCJNQETEWALL-US.11AMULOGWp DY MF ENGINEER, iDP EACHEEU.HUEPLTEWTIH4CONUAOFPOT It EJ,I TESTED. 21 lP•WE UNTEL IT AG BEEN TE A A ESA,ROVED. RP05F D, R IEPIACfD S CCVEIE AG 331NSTALIADON vf.Nt PITTING UNTO.IT Nq5 OEEN TESTS AND APPROVED. F:YRR WMFX CHAT WAS COVf.ICD OR 0.SALL TIM-SCORUGUf510 ELEASs n'nICHRO.RMLAIM ROURCS 'N(:CUSSULPLATEO IMM AMUYN HIaMw C'ImC'EA p 'JRI IT W'AS-EFSTEG. SNAIL$HAILEXTNDSUF BO LV'IAICIIROMETUI="TRASS T"URMVGS,MMINI MINIMUM 11 Tf5T PR0a'DWr;TESTDIWNAGGE AND VENT PIPING,ON CQVt tW OF PIPING AND BCSOPEENV B.VEER SHALE E%TEND$UFHCf.MLY AOpVE ROOF SO IIIAT WE1Ft VA;RF.MINIMUM W M INONEi.A90'JF.POOP PIPING 5 CONCGLkV. CLOSE OPENINGS IN PIPING SYSTEM AND M\NIM WATER M WIIVT OF ANDAMAMMUM OF WAWAROOF. WE LOW,BM.VOT LESS THAN LOFOOT DIEM OF WAry OR FQ:JLVNENT HYDROSTATIC F,IESSURE TEST. C RENIOVE SDU F AN U ORT,ON INSIDE AVD ON$IDE BEFORE"'Mv, NEE ISMINITESBEI:OREINSPECTIONSTARTSTOCONPIERONWIN IIDV,WAIEN.IkYfL OR TEST D.NEPARE RPING CONNECTIONS TO EQUD'MkNI WITH[UNKE50R UNbvS. PR'_SSUP-MUST NOT DROP:TEST SHALL BE HELD is R A NINLMUN PERIOD OF S HOURS.tJ ER FYH AlU EVE V AGM AND FITTING FOP LENS DURING TFSi FEETDO. E.WUTE PNN'v INORDERIYM WEEP.. A) REPAIR LEMG AND MFETS WITH NEST MATFITIIS ANDRI:TFST RNNG,M FORTION TFIIFOF.UNTIL E.INSTAL 1.PIPING TO CONSERVE BUTTING SPNCT ANC HOt W:E'RFENE VAIN JAI;Oc WAGE SATSFMOPY RESULTS ARE OBTAINED. G.GROUP PIPING WHENEVER.NACIFCALAI CVVMOA'F.LE'PTIOIS. 5) MtPMUKPO TSMRMSTSMDUHkUVMtDCUNRLCIIVECTWN H.INSTALL PIFI.VG M ALLO'PU FOP.EXPANSION ANC(-.AGAIN Vl THOUT SMESSMG RPE JOINTS Ol CONMECRU IS f1FANIG I)V SISfEM$ MUITIENT. A THE MECHANICAL CONTRACTOR SHALT.BE RESPONSIBLE I'M ME CLFPNING AND WRGMG M ALL KRONE"'' L PP,Ob'IOC CLEARANCE FOR INSTALLATION OF Al,svS MVALVES AND FTINGS, SYSrFM$ARTIER INSTALATION AND OEFORESYSTEM OI'EM11GtJ.AM OANAGfTOPARt Cf THf DUILON„IS FMRM :.VN0 E'ACCESS WHERE YA'.VFS ANC FFCE NGS PPE NCI`AP UO CO3PONA'E 5QF ANO l0G'ION OF M'CEsf OR FURNISHINGS,DUE"Itt INIS WHINACIMS FAILURE 10 PRCRRLT CLEAN.1 SYSTESA SHALL EE REPAIRED OR N. REPLACED,ATHISEXPENSE n OO fJ 33 COHOCNSATC DRAIN SYSTEMS B.A -TSLLO METAL WORK SHELL BE CLEANED.Rp16NEU AND 1E-r BaGH'AULWNMENT,NPE.WUUIES,MAM5 A INIERORNPMGSNULRtM 1NACCOU WI IMCFMCODPFUQJBEM(N RISUNU5S 3 71ATSE NOr:P AND RT BNGS'SNAIL Ek CLEANED OF GREASE,METAL CUTTING AND SL-IIFGE.VMIM MAY HAVE 4CNNWTEO DOMING CONSFRUCDOL AG/OR TESEG. DENNIS GROUP �S Plan-Design- Engineer-BQHd-Start-Up 1?370.Ruin RTIz-l.tilu'JlyfieKl.fl'.A.O'1Q1 P*�Fi'P+Sr .11tix o $L[aej-C:IPIDH•BIDL2•`r'Ortagd CC _G2/27/19 CAMPBELL. SOUP SUPPLY COIN-ANY L.L.C. E _ E�AIVF.r N, N.J. Enna r2/'-'i/ly RENOVr1Tl 'V TOLERANCE UNLI:SS _ P .a.,a., QJ,cERW'I JE ...b....., SFEVCEI-HICAtMTIO"AN S II A Mo m 10.002 CCU a 80 SC 6G�'iG rw� �m ...,.n .,ue. uu• _E I.,.. ,o�A .,u+.. ,..... ,w F e'E° VNCULUI Oer.N JCn ,J2^ _-_� , I -Y / I O f. 5 ._ TI FI F F I 23 23 00-REFRIGERATION PIPING AND INSTALLATION 23 23 00-REFRIG.PIPING AND INSTALLATION(COM) 23 80 00-DECENTRALIZED HVAC EQUIPMENT SECTION LEFT BLANK SECTION LEFT BLANK F.ROBS FOX HUME E MMGEYS S AI OE A MINIMUM GI 3/B'ANTI IN-HAVE TNT'EQUNAIEM CROSS SERd1N RMI L GtNU1MLL 1-1. GENERAL Ll EHEWORXOFM6SzCDONSFUL ENEDUUC: _ L.I THE WORI(Oi TH65F:tJ1Un 5HULINCIUCE: LGY[DABOVE PER RIF SUPPORTED. li r INSULATION,lACTEITNG,NAIIGARS SUPPORTS PUME TONS AND G.11ff USE M ARE HODXS.CHAINS,PERIORATE,O IRON.,,RAPING OR'WIRE MR PIPE%PPGRTS WILL NOT 0= >.SPUTSTSMA.It CONOIERM1x:LAMES AAINFUGETANT SYSTEM PIPING,SEEING, OFPNLTRR L2 RfFYEUENCg ' OTHER WNATIO E, A 14 N411ATE0 APES SNAlOE PROIERED USNL;PV'CJALXli1nG. B.MATERIALS AND OPERA $REQUIRED SPOT SY5TFM.HOUR.MI POVNG.FITETWS. FBIQB.VAVES MX CNd10 WRHpkfpflONQ(G ANp RWOGF.RAIEWl 116111WEI lOR0.D CIMUlAT10N AIR COOLING AND AIR.'A"-,REFRIGERANTS,LUBRICATING OILICWTS,TESTING,NACUATIONANOCLIARGDEG AJ]VIREVETRJN-AMRS.. 4 HNN3N RODS IN PWCkSS 3VAlLS SHALL BE STNNLFSS NYEUL I/B'EXA.MINIMUM THHEADFLJ n-vr MJNaMUM WIi FFREVYDUAGIM BOM ENDS,•.NOTTNREADCATTM NEEM ENDS. B.Ul-(ANWLJ NXF-ETSIABOaATLMDF[AC)E RIC CENTRAL AIR HEATING CQUIPMCNI. 1.2 E FULATORY REWNCMENTS ATNECURREMEDIIIUN5UFIHEFOUAWINGCOf1ES-N -RANDAMSAREAPARTOFT SPECNKF�ION;A.NE•UC/W LRpCF A1NNEfR WIIFiV 1'O'Of EDL11510C FOR[AOIIIOR120N%N.f.IBOW. rSVAI.NA L9IEEFMEFI1l AR CILJO1110NDiG CCN1MCLGRS NATIONAL ASSOCIATION) HVAC WCI(11NSINUCIIUN SOOEA OF MFC:WNI[A ENGINEERS STANOAPOSAND AMEAICAN NATWNASIANDAQDS(ASALE/'ANSF. OS BRAZED IQNIi STANDARDS IRA.AAD FLEXNtE 1.ARIL P. .)J VMDIXiIIi COPPCR ANO COP'EflAWYSOUIFR-IOInT DFENSUIi[MFTTNLS A WHk4 BNA3IN4 REVOYE SOEEIFmOVAI'E CCXLS AND S GHl GLASSES:ALSO flEMOVE SAVE STEMS.STAYS AND 13 SUBEAI'IA.ES lfi L ANSI BILS REFPIGCRANON PNDEEN: RISC-ANTI ACOSS131F INTERNAL PARTS OF REF RICER.,SPEOAnES.DO NOT APPLY NEAT NF,AN EXPMEFECN A.SFCTIYI')3T01-MECHANICA GEMERAI PROVISIONS'SUBMITTAL PROCEDURES. ' VALVEDIRE,lO1 S:MLLBE000LBEFOREHCASSEMAYERS VALV ;PROVIDE WENT FIXES; AIL ANDDU[IS SPEC—.UN IH6 SECT ION. 1 MME SEC.VA)BOILER AND PRESSURE.ASSF.I.CODE CANARD PRESSURE.AssaN X,TUBING SOLI BE GUTMMIIE,REAMED,AND BURRS REMOVED A AMERCAN SOCIETY OF HEATING,REFRIGERATING AND MELD DM MNG ENGINEERS(ASHARRI MSVASHRAR.L$ C BOM INSIDE.OR FrTTIN[S AND OUISlDE OF TUDING LIALL BC N'ELL CLEANED WITH AN ABRALV=GIIIM ON C SHDD QPA E.-NOTTATE CROSS SEODDNS W CALNETS,GRRIPC.MANEJG AM REINFDRGMG.AND TYPICAL SAFETY CnnF FOR MECMANIGLRCfPoGEEATION AMERICAN SOLIEft,MR tESANGMO ALATERTAIS EASYMII STAAMSI'SELOVIRRBALSMBEFOREBRADNG.SIEEEWDOLDNOTPPMITF.D. Or VAEONS.MEMETANDEOXISLITE0U1PMER AND CNaOAI%LAP I FULLY INDICATING GODS.ALASERGIN COVERS Q PACES O!ELEICADE NDDUUES FE.COPMER PIECES,END CAV5,tAV SERIFS,ACCESS OOOPS,PILASTER COVERS SEASI'M 8260 SEAMMSSC(RAPER TUBE FOR AIRCOMOITIO,MVG ANC REFRIGERATION FIQD SERVICE D.CURING BEATING AN INERT GAS ISLAM AS DRY MTTECoM.ARGON]SHALL BE CONTINUOUSLY PASSEDTH31lR.N TIff G.AMLYROAN WELDING SOGET'F(AWS):AWSASA SPETOnfANM fORpR.aw FRYER MCTA. SYSTEM AT A FLOW XUXW WFFLTFVT TO VAINTAIN AN OXYGEN-FREE EMV'RONMENT TO FREV[NT TN:.MAN'ATON 0.PBOOUCI UAA:SUtlMIt, SERVICE LO MIATEAALS ITTESA AND AND RDUGM IN DIMENSIONS.SUNSET VE[NAMCAL Yp EIFRe�.CA SERVICE IOCATRIS UPACINES ANC REQUIRFMENZ. L3 Rf1IM SECTIONS OFCOTiFROXIDESULE. 1A dG%=StTOM TEAS A.SECRM23 W 0t-MECHAMCALGENERAL1R SIMS SCARE SHALL BE TMEN TO RNV NI)N lALING OF IOTINCS AMC TUBING WHEN MAgNf•CONNECTIONS. F.COFP.R ro COWER H11NIS SMNI BI BRP%ED WIIII A COPPIMAiOSPIRRIOUS DRNANG ATTOY O M ENIVG A A OFEMIRM AVU MNALLINANCE OAM: WW MANUFACTURE.$ OESCRIVTNV IIIVENTURE, OPF.RANNG &SECTION 23 OS19-NANGERSnND SUDDOH IS IMSTRUCTOVS ISTAlIAM1N INSTRIC'f1ON5:MNMlNAMCE AND R PAR DATA,AND PARR USNNGS. I, MIRMUM OF F51ES ILARANDCONfORMING TO AN'S N5.A DCUPS. 1.5 CULAURW.ONS G CSECTION 730553•MECHANICAL TOCNRIICAYMN GGUVV.R TO BR\4 LOOMS SNILLL BE TRA[CDVI TH A SILVER.RAZING-1101 CONTAINING AMIMMUM OF SRN CY;VER O.SECTION 232001-MECMAMCALORNNPIRNG lum CONFORMS lO ANSI SAL BAG>. AMANUFACI URH: ACTS F-Y SPCIWEING IN MAnUFARIIA"!C•PP0011(:IS SPECIFIED LEI TINS SECTION V/ITII E SECTION 23 BE DD-OLCENTPALUVD HVAC MUIPMfM II.F.OPPf0.lp$TAMFtt SORELY IOINTSLIAII.RC DRW.CD WIMASIVf.P 9MZING nllOY CONTNNINGA MINMUM OF MNIWM DNCOMPAY EWFRDNCG. Ld SUOMITTAS :Q%SDVERANDOMFORMSTO A'N55.B.BAG-/. 0.INIsITEMIT COMPANY$PEPJAUFACI IN FERfOFMN6 WOR<OF THIS SECTION WITH MINIMUM THaEF.WARS 4 ALL REQUIRED IlIBMITTA4S SHALL Nf V!N NECTICN 2)OD O]-ME[HANEUI GfGSRAIDROMSIO`S L AiLBNI-J IpM55MLL N CL.EAMED TO REMOVE RESIDJAL FLUX. EL4RAMCk ApVNUN:U BY MJUYUFACFUREp. l.G OUNEBY.STCR uF,AND HpVM ING B.MKAGED SALT SYSTEMS: REFRIGERANT PRANG'FIRCAM)IS SCHEMATIC.OILY- PROVIDE THE EQEYSVRt 16 CONDENSATE EMIJM APING ASMMN BLEW-PRODUCT'REQUIREMENTS.PRODUCT STORAGE AND RANULLVG REQUIREMENTS, MANIIFACTLETRA'S'WSTAUATION MANUAL'INCLUDING REC UR RED PPINTO SCE®'AISTC 03 EIN GIN ME ACTUAL PEEING A,All CONDENSATE BRAN UNCE VVYI.BE INSTALLED PER SYCI'ON'23 20 CI-MECHARCA 1-6.PG.DRATITNIFTI LAYOUT,REQUNEDCONEROIS,AN RT OPIVEAMU TUBE SIZES,f0 EMSUAF WOFEPryFRATION MD mMPIUiN YIITII PERSEON230553-MECMMIUI IDENTIFICATION ANDANCHORED PER 230529-HAYGERSAM NUAMBTS BACTOL MIAONLfcd EACTUR pAC[XlG INSPECT FOPDMTAGf_STO0.FUNDE0.RWF. WARRANTIES OI CNACTM EQUIPMENT- 17 MAY TESTING OF REAII.SSRAMRN APING SYSTEMS C.PROTECT COIL YENS FROM CM,N NO AND BENDING BY LEAVING IN$1 REFINED USES UN III,INSTAI IATION,AND BY 1.5 QUALITY ASSURANCE AMENTGNSDE AND LOWSIDE OF EACH COMPLETED RERRkXAIIOJJ Y:VING SYSTEM SHALL BE PRESSURE Tf.STED AT STODINGIRDOONS.PROTECTCOILS FROM ENTRY CF DIRT AND DEBRIS WITH VINE CAPS OR PUGS A.A5HRA[STANWRD:CONPLY WITH ASH?ALF,-SAFELY CODE MR MECHAMCA.RFFR1fiElATOX.' MRNUfACNREi55PEQFIEDPRESSURES. PAREZ: PROOI:CIT B.nSMk Si'ANMRD:COMPtY WITX ASMEP31.5,'REFNIGERATOX PIRNG' I.THE TESTING MEDIA SHALL BE DRY NITROGEN. THE CONTRACTOR SHALL PERFORM THE LEAD TEST BEFORE 21 SA.ITSYSESi AFR OMYRO DREFF. R11I PANT 2: P.TEIOOCIS INSUTAYNTZ.EVAL'UATING AND CHARGING,INTHE VESSENCE OF THE-1 DEL EGATF.DRF.PIESE THE AFAR COIL 21 COPPFA TUBE AND RTTINGS L BO XflE THE COMPRESSOR FROM tM(ERNIE TEST BY FIRMLY CLOSING ME SUCTION AND DISCHARGE VALAS. 1.01AVEN COIL UNFITS SMALL BE COMPL rMY FACTORY ASSEMB'.EC INCLUDIEVG COIL.CONDENSATE DRNN PAN, A.DRAWN-TEMPER COPPER M M BE:AST RAID.TYPE ALA.CI FAN,DIY AND UPPED. 3.MO .ATTFMP MREPARAR UAN WIIILERI[5Y5TEMISMMWRIZED.IFANVLENRSMEFOUTTD.NUE E SECONDARY GRAIN PAN REP H:C.H IFVEL WATER SENSING),FAN,MOTOR.FILTERS AND GOMROL5 IN AN B.AN.VEAIEbTEMPP COPPER LUDO:ASTMB2BC.TYPE PCP,CLEAN.DW MDCFFPED.ANRFAtEO COPPER TVA THE TEST PRESSURE AND PERFORM REPAIII, INNER ATED CASTING THAT GW BE REPLIED IN HORIZONTAL CONEIGURA.TION. SYALLNWULrEOFORPRWIARGERTHAN06250.D. A.RECHARC¢THF SYSTEM AS PREVIOUSLY DESQDBED,AND ALLOW ITTO REMAIN UNDER PRESSURE FOR LA T YOU S 3.UNI155iWleE Ul L151ED. C WPOUGNT-NDPER FITTINGS:ASME BIS2T MN[QA1.PRESSURE pRCP SEAL Bf 5 PSIO IN ZL I LNIOUPS.AT CONSTANT PM6AMT TEMPERATUR.f03 EVERY }gEFRIGEpgM CIRCUITS: TEAMTEAMHAVE A STAGE 0.EFNGfRAM OF.CUR. A fARONS'-INSTALLED THERMAL LOT DROP IN"ITIENT'TEMPERATURE,FROM STAR I OF S1,OR.MAXIMUM WESSURE DROP MAY INCREASE AV FNAEILON VALVE 53ML CMML RETRUSUVENT CIRCUIT. F 0.NEONZE FILLER FAETALS:AWSASA.O-ASSEIUTION BAG-)(50 V.SILVER,BNPS M%SMAR: 3I,lIG A ME uYPRUP F, SURFACE UFARSIAEt DED DESIGNED FDA USE WITH R3�8INCHT COFFERIITo .COILS 211NSUTAfION }g(VANATIOU AND CHANGING .AflE FACTORY PFESSVRF AND IEAXIFSTF.O AND DESIGNED FORUSE WIM0.EFRIGERANT AS SfHFRIE FD A.ALL FOR:GERANT APING TO BE IJSULATFD USING.FLEXIBLE CLOSED CELL ELASTOMERA MULAno".'NSULANON A AFTER mMp(ETION OF THE PIRNG PRESSURE 1ESl.THE RFNRENAYM SYSTEM SHALL BE NACUATF,D AND 5.FAR:PEP MRSUSSW SPUTSYSTEM SPdiAATIONS.. SHAY BE NO LESS THAN R"HICK WHEM GREATER MMNESS 6 RECLAREI BY LOGYL ENERGY`MA`'HE GREATER Dk1ETU'MIEUWITHAVA000M DUMP,MEFOl1AW'NG PROCEWRE SHnLL BC USA JXI,FSS 'NERWISE-ENDED OF THE T.HICENESS SHALL BE INSTALLED. LCOHRD"TOMESYNTFM,ANN'CArATFHIGHVAUUMGAUGEW MAPARGF.OF0-1000MIOIONSM. 6.FlIC0.SSUU1 RE INCLUDED ATSIANDARp,ONE INCH LOW\'FLOCIIV SEMFPFtMNENI TYPE. 231ACXENNG LCONNECT THE VACUUM PUMP TO BOTH THE HIGH AND LOW SRk OR ONE SYSTEM.LEAVE THE COMP0.ESS'N e.PfRFOPNIANCE- A.AULTIM 0 PIPING70 M.FVC IACRETEC MOORS AND AUMAGAU3D C=VVRAP I OMEXN OU1WUR5, SU(FIUMNND06CHARGESERVK S EVALACLOS[D:START THE VACUUM PUMP. S.SEESChEDUIE'FGR LINITPfRFFJRVAVCP. /.d CUIVUENSATE DRAIN PIPING 3.BREPII THE.SYSTEM VPCIRM WIrH UNV NITROGEN. OPEN-THE COMPRESSOR SUCTION AND DISCHARGE CCONPFVSING UNIT A CONDENS/E1,UNPIN AFTNG SHALL BE.StAINLFS$STEEL IN All PROCESS SPACES PUN TO LOCAL HUD OMEN. SMVICVALVCS AMR'EVACUATE THF.SYSTEM T05W MILRLFEG RIG. L UNII SHALL Bk FULLY CHARGED FROM THE I'ACTORY FOR UP 1035 FEET OE PIPING THIS UNII IS DESIGNED IO ALTERNATE MATERIALS MAYBE COPPER OR PVC WNCN CALLED OJT SPEIDFICALLYQv PLANS A All.THE SYSTEM HAS BEEN T\VYCE EVACUATED TO SOD MIC'TONS HG,CLOSE.MF VACIYIYM PIMP SECTION OPERATE AT CETIODDF AMAWnr TEMPERATURES AS HIGH AS IWF.CODLING CAPACITIES MATCHED WITH A B.CO TUBING MAY REUSED IN NON PROCESS SPACES VALVE AND STOP THE PUMP.AL.IOW THE SYSTEM TO STAND UNDER A VACUUM FOR A MINTMUM OF I).1DINS. NRDE531ERIONOFPER ELANdEpS AND fL'RMCF COIFS THAT ARE.AN-1.CYHTIFIEU.THE VNITIUL LISTED FOR WER IF NO RISE IN PRESSURE HAS TA(EN PLALEMYER 12 HOURS,THESY51MY MAY BE tWURI-ED.THU$TESTSNINLRE 0UIDOOP APPICAnON. 2S REFRGERANT MAOEININE PRE$ENt Of THE CONS RJCTYON MANAGER. 2.CAME, UNIT CASING IS CONSNIUC E, MZE Of HEAVY GAUGE,GALVAD STEEL AND PANTED WITH A A ASHRUF 34,RA A MIXTURE OF DIFLUONGMEMANE(CH112,CALLED EJ21 AND VENfAFWORUE1HANk(CEF2CF3. 5.THE.COPARREE CR SMALL'FURTHER AND INSTALL FULL CHARGE OP PrHGIIANT RQUIRD TO MITIOP'RE WkATNHiHFESESTANCPOWU[P DAINI'. CALLED R,125),MAHUFAt:E RIU UNDER NIETXAUE MNTES:A FUROR,MORUON RAZE,(EN[TROH RAID\OR AZJO. STSTEM TQ n3 FULL RATING.AIM.DURING THE WARRANTY PERIOD,THE CONTRACTOR SMALL REPLACE, }REFRIGERANT G M I REFB:GERATION SYSTEM CONTROLS INCtUM,CONOENSYR FAN AND CUMVRI.ISLA PARTS EXECUTION WAHOUTCOSL NH VL&RIGERT LOST DUETO EOUIPMEM FNLURE ORSYSTFM LEARN'. REFRIGWJJT TYPE CONTACTOR.HEGM AND LOW PRF_SWRF CI. MOIS ARE INHERUIT TO TELL COMPRCS50R.A FACTORY INSTALLED AND OIMGESIALL BE AS LISTED ON EQUIPMENT fit M,LATE. LIQUIO CANE dtYER 5)MUl4t STANOAfRC. 3.1 G3NERLL A.PACXAGED SPLIT SYSTEMS:INSTALL ALL PIPING AND COMPONENTS REOPULTED NNC RECOMMLRDED BY WE 39 WITUNNUVISOlAT1ON A,CON?PESSOt THE COMI'RFSSd1 SNAMNIpVFAS-YfAfl LIMITWIME.S.ROM INfEiWALOVERNNND\ILA AMUSE EQUIPMENT MANVFACNPER YET ENSURE PROPER ORERATMN AND COMPARff WITH W'AAMNIIEL OF A,A MNON'SpLATLTEI N:C` E,kN,,NG UNITS AND EVAPORATORS SHALT RE PROVIDED BY MFCIWNIUL PRSSURE DRONCNON,TOYA OIPPD HE0.VETEC VOTOR WENOINGS.ROYO LOCI(SUCTION AND CISCLIA0.GF CONNECTED EQUIPMENT TDNMACTOR. RFFR MUTCONNERTONSCrt4MFUGALO:L PUMP AND'-OW VIBRATION AND NOISE, 6.ALL INSTALLATION,NTART F.EVAIDATION AND CHARGING PROCEDURES ARE TO EULLOW THE MAFIVF4MY'S 3.IL' IESIAROQRIAACIE SCOVRENy,R CNN!MYCUNDEMER CUILISCOMTINWUXY WMPPD.COPROSIOX RESISTANT ALUMINUM WITH INSTRUCTEONS WHERE NO INSMUCNON IS PROVIDED APPI_ICANE INSTRUCTIONS N MS SYlY, AYXR SIM R A,ME ENTIRE.BETWGlMTION SYSIBM,INCAUUIXG AL CDVTRM SYSTEMS SI-Att IF nPERAnONS,AND PROVEN IN MINMUM ENNLM ELMS. IH6 EOIL IS Lg MYENCH O.D.S BY LOUVERED REDALU P.M EL GLUED TO 5 CONTINUOUS REMCWED.THE U1NTRNCf00.SHALL INFORM THIN Fti<INf.E0.RIXSCREPAHOES BEFW[CN TIC SiTOFICATION AND THE PRESENCE OF THE Mi OR OWNER A..LFGATF,O REPRESENTATIVE AMR ME CONTRACTOR FUiN6HED ELSE WARETR'R=M RN THE CflE 6PPOTiCTEn ON All TOUR SIDES BY LGUVF.FFD P.At1El5 AND WSSAS�YEATi CAMPED MANUFACTURES'INSTPItATION INSTRUCTIONS PRIDER 0It15TAAMYR- AND BALANCE SERVICE LOW AMBIENT MENCAIE C.RI FNGEMNT APING A"A"'m IS SCMEMATC ONLY. DELL'.1 ACfLLY RPMG 1AVO:N IVCWORG PIPE AND ELIDOF SECTION wt b.(OW AMBIENT COOLING:llE CART SMALL LEAVE M EVAPORATOR DEFROST CONTROL DF.RMTS ORiUIION ILA TUBE 512Eti WRE.PIPING AND NMPRNENTS ARE RED M.F.IDEO BUT N OT SJPPUOD BY THE MMHLFALTUREA. PRO EEARNG AND COMPONENTSTO,MEETINE NED M UAEMENTS OF TELLS FIGINN. T. FRNED5fRT5-)DAY PROCUANMABLE HEAT/CCOUN 'M GTII AUTOMkFCCHANGEOVER. IXINSINUATOR SHAY'CONFORM TO ANSI 31.5,NFAGERAION APING AND ASTY-M SATIETY'ME FOR E,PRO\TO(TIEMIGCPPNTUVE SEISANO UL`UOl1N[SOIENUID vuvE. MECHANIC.RETRIGEHAION. E.PROVIDE LOCKABLE DISCONNECT.U6COVNER SEEM I.RE L"ITHF FOR NEVA CIASSIMAIION FOR INSTALLED 3.1 CCORDINATION FQPIYF IRA1 EXTERIOR SHALL BE ROVER M F &COORDINATE LAYOUT AND INSTALLATION OF REFRIGERANT FIND AND SUSSPENLOX MTEMC "ONEMS 1i.P[?TORNANCC WITH OTHER CONSELLCf10N, P UEH,NG LINT FIXTURES, ITVAC EIPFPMEIR. ERA-SUPPR6SDN-SYSfEN LSEESCHECULE FDi UNIT PERfORL1AHCTi. COMPONENTS,AND?ARTITION ASSFMRRCS. !; BGOORORlP1A MSTALLARON OfPCOiCUBES,EQVIPAfNI SUDROaiS,aNORWFPEM-.R.\RONS. E.MAVUFACNFLLAS C CGOROINATE pIpF.SLEEVE ENSTALLAE*V;FOE OENEIRAER)S:N WALm XPED MP ASSEXTIMI 1.SEESCNEOULS FO?AAANU%KfVNE16 RATE': ERFCUIION ADF O.COOROINAF, HT1'IxR PRSSOPC CUSSES PEII MANUfACMIES'SPEcuNGATONS 3.E EXAMINATION 33 PIPING MSTAIYATION A.SERIOFJ01300-AOMINISTPATNF FFWIINFMlNRS:COORDINATION AND PROJECT.CONDITIONS A.BASIC PIPING INSTA!ITTION REQUIPFMCNTi ARE.SDECIFIF.R In'ICI IGNS B VENIHY CONTAAIkU BIOCXINGA)JU SIIp`ORS ARE EIRACE gND.'.ONNECNOHS ARE CORRECTLY LOCATED. 0 1.23 0001•MECNANIC,AI.GfNERAI PROVISIONS. y)INSTAt1ATION 2.2305 29 I IANGEKSAND SUPPORTS A.PROFRRFl:PPOF'REAMSJFOUBINR UNITS W RN PROTECTIVE COVERS DURING BALANCE OF CONSIRJR10N. 3.13(1S 53-MEENNNLCAI IVEMHICATION R.FAN CO.I'JNTIS: S 23 20 Cl.MFOHAMCAL ORAN PIPING B.INST.ALL PIPING AS SHORTAND DIRECT AS ATSSRBYE,WITH AMIMMUM NUPSBCR OFIOINq ELBOWS,AND OrIETGT 1.RANG NT,W B ONBETISINGSTRU URA EL VRUM LATERAL MCSED BR IN ILO ALLOW eMCING 10 APING SMALL BE RESTALLED PARALLEL VRYR THE RlITII1NG SINES UNLESS DIHERWME NOfEO WITH APPROPRIATE ANTIGEN WALL LIEF RUILOING STRUCTURAL EIEMENi.OR WITH ANGLED BRACING TO BUILDING STRUCTURE. UNITS SiAI NOTOE$UPPEIATFO FROM INLYLATFn METAL.PANEL N'ALLS. PITCH fREE FROM MAPS C.APE SHALL BE CUT ACCURATELY TO MEAWREVR.YS-ItILISMED AT THE GGMS RYE' El SITE AND STALL BE J_MWNT AT NE14T1'S INDICATEDGEN. ON OMW:NG1 OR AS HIGH A5 POSSNIE NOT EX4EEUING N,nNUFACIUIES WppXED NEED PEACE WITHOUT SPRINGING OR MEORG,RA:SSMALL&IW-'tEOASMKMO-EEWMS*- LOW,ITECEWH[NMIVANM,UMATIT4 AND,CONTRACTION WrrHoUrpMMAGETOJOINISORNMGERS: 3.STEXLE JNYS N CDOpDI50 MA\NM RFF AND CARING PLAN, SEVELLR AND$PANNIER LAYOUT.UNITS D.WHEN PP[-0JARG[0.CO'l[D 1VBING IS IUPNISMEB OATH SDUTSYSTFM.TIff FXrtS51U&COG SHN I pl C.FH,ED AND S!Wl BE WSTALLED WITH SO nNTALLAC.I4 AND CONTROL PANELS SHRII Bf EASCY PkACHEU E30M A POOR MOUNiF.O LADDER ONCE.Fit RRIN6 NK5 tlIlNFN51AU.EE. ARCO)OUT OF VIEW. E.ARRAXGE PER RE TO AT I(1W INSPECTION AND SERVICE OF COREFFESSOR AND UIRTHR MIJ'VENt.INSTALL VAVFS J3 CIEAMHtS AND SAMAMES IN ACCESSIBLE LOCATIONS 10 ALLOW TOR.SERVR.E AVO Ur<PERWN.IMlulFO PIPIAGSHAL AFTE AR C'ELSEB OSI UCTION IS COMPLETIVE CLEAN ISPD SURACES OF UNITS.RENUV,ALL PLASTIC OR PROTECTIVE NOT IRFF EFENE WITH THE OPEBATtON OR ACCESSIBILITY OF DOORS W VANDO\VS AND SIKU NM MCIIOA'11 ON FlLMS ANO Snd:iAS FPON,CABINETS.VACWM CLEAN NE13AND INSOE OF UOINFIi. ARE$PASSAGEWAYS PNn FQUIPMEM. &IDERN U?MARPFD03 SCNn?CEQOSURFACESOFO M. .RYNMSNED CABINETS.USING FINISH NATENALS WANISIEO F.INSTALL PIPING WENT ADCMATF CLEARANCE BEEW EEN D.P-AND ADACEHT WAIFS AND HANGERS OR BEEWFFN NTNaX11FAR1NFP. RPE$PDR INSULATION INSIAILADON. USE SIEFVES MRWIT f1IX:Fi eI<i'R1 N]?UNGS,$IHp TO PCRMR -END GF SECOON INSTALLpTIOV'OF FULUMCVNESS INSAAEIN. C G.PRF ENTRYBE PROVIDED WITH CAPPED OR PLUGGED[NIA WHEN SHIPPED AND AS ER v FVFNT.IT)RR EDNTAMNATING THE SYSH M. 3A HANGERS AND AMID CYS: A.REFFR TO AND ADHERE TO SECTION 23 OS 29 HANGERS AND SllVRAIS FOR ALL PTRCERANT APING SLIMPORTS AND INSTAILATDN B.ALL APING SHALL BE FIGRLV SUPRRJIIY FROV ME BULDNG$TREEMEE\VITHWAWSFGNINWLATEC ARE 1. C. PEANG INSTALLED IN PROCESS SPACES WELL RE SUPPORTED BY$MF ARY CCSNFN PERT LIPPRRRAS MANUFACTURED RY BEHNNGER,STA T"03INGNCER AXRJOVEU F,QUAL, 0.HANGER SPACIG 5HALL RE AS FOLLOWS: 1.NONZEINTAL ,.COPPER PIPING MAXIMUNI SPACING LI 3/6EAMUNDPEA0 21 1(2'THROLIGH.3/d'G'-Ir 3) 1-TIIROUGII d) 2 AM L RGER1V V L VEPIItAL COVPF APENG SHALRE,SI MPORTM AT 10 FEETINTERVAS MAMMVIV- E EXTEND RM II SUPPORTING ME PIPE HANGERS SHAM BE OF THE FW Wt\AG U:MEMSIONS: N 9 L 2'PIP[AM UNDF.RIM'FOD L 2.1/2'TO 3'PIPE IVY ROD ` ._ DENNIS GROUP Plan-Design•Engineer•BLEW-Start-Up i". 4 s t �, -1ir BlO.kV101103 S ELBnr SgI'GLJ.Ocm ''4 I:D u?G Scal¢B•Cun:.did-0I 0-h''x. ATRI Cc `32/'27/Ig .^1\AAPEFI_L S0,t1P SJFPLY COMPANY L.L.C. �)aFXu-Iav,N,�j 7 ,Iw 02%'�: - CAMUCN. N.J. - FE;;OVATION TCL[H,WCE UNLEGS FRYDL;F_<OFc-HFIFD MEGI-I/-R.NIC�•I_ c r ansr_ HL s :v ""• "°`""""' 1-EI"'IFIC^T'?COS I " a ,A, �U.,aH ......Ern ,,,,, n.K...X... ,.,P,.•ia..,.r^,:,n, ;._ti.E.E,E,. .....:..: ,<. �....,, rE .. ... D� _D .o.o JM1 w.E...,. ....I..E...., E.E, 0r•� ....,W I.RTII v,,.,,., ..p. vx. ,a,I. .,.rIA rI...o ..... .m nl �^a."p <.P, •� "' -, •vl, ,F.,r_ IY n. .P u,< �«H Nu," 2,UE "~fj