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0065 INDEPENDENCE DRIVE (8)
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J �,� ' 9 19USN� O z10 N •1N .,._--. i _A.-_ ____ _ f T-E F J 14 21/15 •h F'UN Si�LC'L'F,L' _-.R a :7-^Y .: P.E.F v 1, ?•t QRAACCF;G.,LEAP .N A1014Zi.O,.IMY 21Dk'{ 12 i ON STOCr MF.32. e N'A D`.J pT;)C0. i _t " '=F72. - NIA BELOW S'CCK I EU .= N/'A SELOW S?01.K I! 11j:5 t:°•,;ATI.) °Ft"El°�y� Town of Barnstable RAMSrAIMZ Building Department- 200 Main Street foi+nx Hyannis, MA 02601 Tel. (508) 862-4038 Temporary Certificate Of Occupancy , Permit Number: B-2015-06747 CO Issue Date: 3/15/2016 Parcel ID: 295_015_X02 Zoning Classification SPLIT j Location: 65 INDEPENDENCE DRIVE, Proposed Use: 3230 HYANNIS Gen Contractor: DEAN,JAMES Permit Type: Addition/Alteration - Commercial Comments: BED BATH AND BEYOND 5/16/2016 - Building Official Date: Town of Barnstable Building Department-200 Main Street EoM `0 Hyannis, MA 02601 Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-2015-06747 CO Issue Date: 3/24/2016 Parcel ID: 295-015-X02 Zoning Classification SPLIT Location: 65 INDEPENDENCE DRIVE, Proposed Use: 3230 HYANNIS Gen Contractor: DEAN,JAMES Permit Type: Addition/Alteration -Commercial Comments: BED BATH AND BEYOND G `�^ 3/24/2016 9:18:12 AM A MOWN OF BARNSTABLE Building :,,' �' �: 201506747 BARNSTABLE, Issue Date: 12/15/15 Permit y MASS. �ArFG 339. A Applicant: DEAN,JAMES Permit Number: B 20153679 Proposed Use: SHOPPING CENTER-MALL Expiration Date: 06/13/16 Location 65 INDEPENDENCE DRIVE Zoning District SPLTPermit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 295015X02 Permit Fee$ 35.00 Contractor GENZALE,MATTHEW R Village HYANNIS App Fee$ 100.00 License Num 078126 Est Construction Cost$ 350,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND INTERIOR FIT UP FOR NEW TENANT BED BATH&BEYOND THIS CARD MUST BE KEPT POSTED UNTIL FINAL INTERIOR ONLY CHANGE OF CONTRACTOR 12/11/2015 INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: PROPERTY OWNER BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: HYANNIS,MA 02601 INSPECTION HAS BEEN DE Application Entered by: PC Building Permit Issued By: ___ / -�/�"�-� THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,.EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PtfBLIC'PROPERTY,NO SPECIFICALLY PERMITTED UNDERTHE BUILDING CODE;MUST BEAPPROVED BY THE JURISDICTION:. STREET OR ALLEY GRADES AS WELLAS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE, OBTAINED FROM THE DEPARTMENT OF PUBLIC WO THE ISSUANCE OF THIS PERMIT-DOES NOT RELEASE THE APPLICANT FROM:THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. 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. PERMIT WILL BECOME.NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). gm x < 0,. oil. , �- Mr BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS Gr�Cc 'Ce 5 4-2f-4 4 1 12 ,81 IS ?u a a cT(1 2 2 2 Z OZ3 G bK_ 3 3 `�C f 1 Heating Inspection Approvals Engineering Dept Fire Dept �` (� 2 Board of Health . Town of BarnstableBuilding Post This CardSSo ThatArtuis Vas ble Fra he:' treet-:.A rovedPlans Must:be Retained on Job and thisCard Must beKe t > 6rinit std .here a,Certificate of,^Occu anc �s,R'e``uir;ed such Buildm >shall Not be.Occu ied until a Final°Ins ect�on has been made Rj Permit NO. B-16-2553 Applicant Name: Edward Cuddahy Approvals Date Issued: 09/23/2016 Current Use: Structure Permit Type: Building-Solar Panel-Commercial Expiration Date: 03/23/2017 Foundation: Location: 65 INDEPENDENCE DRIVE,HYANNIS Map/Lot 295 015 X02 Zoning District: SPLIT Sheathing: Owner on Record: OCW RETAIL HYANNIS LLC Conttactor Name: Edward F Cuddahy Framing: 1 Address: ATTN:STEPHANIE WARD 4 �Contractoreicense CS-072860 2 BOSTON, MA 02199 - =Est Project Cost: $413,197.00 Chimney: Description: Installation of a roof mounted solar system. The system size is PermitF e: $3,860.09 306.072KW;936 solar panels. Each panel is 327U1/ �r Insulation: FeePaid: $3,860.09 Project Review Req: Installation of a roof mounted solar system ;ThesAtem size is Dat�e� 9/23/2016 Final Dk 17//� 306.072KW,936 solar panels. Each panel t; (A � Plumbing/Gas ` Rough Plumbing: d 4 g N'Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work author zed by this permit is commenced within six months4fter�issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents four this permit has been granted. All construction,alterations and changes of use of any building and struetures shall be in compliance with the local zoning i` i h bylaxws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or roatl and shall be maintained open forl,00,licanspection for the entire duration of the work until the completion of the same. ' - Electrical X The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials arse prrovided on this'permit Service: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing �; Rough: 2.Sheathing Inspection :: g 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting With unregisteredwntractors do not have access tathe,guaranty fund.' (as set forth:in MGL c.142A)• Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT i K {y; December 3, 2015 Mr.Thomas Perry,Building Commissioner Town of Barnstable-Building Department: 200 Main Street Hyannis,MA 02601 RE: Tenant Building Permit Application for Fit-Up for New Tenant: Bed,Bath&Beyond Southwind Plaza 65 Independence Drive Hyannis,MA 02601 Dear Mr.Perry: On behalf of OCW Retail-Hyannis, LLC (as Property Owner of Southwind Plaza),this letter authorizes the attached Building Permit for the above referenced work to be transferred to MRG Construction Management, Inc. (General Contractor for Bed, Bath & Beyond). MRG will provide the necessary Workers Compensation Insurance Information and any other required documentation. Sincerely, OCW Retail-Hyannis,LLC By: OCW New England Reta►tHoldings,LI.0 Manage By:TAD Ne England,LLC anage By: David J.Vliel Manager cc: K.Burke(TWC) a: so 20.0 s < 9 R ; E E a ° i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # Health Division Date Issued. Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address , j�,c7E.Pe-►o IhEi.x J�, R4U9, Village lqyAN�Jls Owner :B�]3egyj� �,- -f'Yo kj1> Address( (={ y y� .Uk 116 Telephone 3o -68 Permit Request / JIUL©L FIT-UP F00. K36tO TF,/NfbNT, Bf-D 4-rk Square feet: 1 st floor: existing proposed 2nd floor: existing - proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type - Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting docurTidhtation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway:-0 Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other -== Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use I APPLICANT INFORMATION �-�'— (BUILDER OR HOMEOWNER) �'�Name M P I n-OZA-p Telephone Number ` Address 3 CF fJfiP,,Q► 1A1. (De., License # Q791 U, t Rp?_ODq, 0660 Home Improvement Contractor# Email 1MG&0 zALf_®'MA,&CA,WM Worker's Compensation # fAXA S//q D/-7/1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE � !% DATE ��ZI// t FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. . I ADDRESS VILLAGE OWNER 5 O DATE OF INSPECTION: y , y - FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING t, DATE CLOSED OUT ASSOCIATION PLAN NO. ti � � li� b�s � i �s � � �. TOWN OF BARNSTABLE Building201506747 � BARNSTABLE, * Issue Date: 11/17/15 Permit 9 MASS �ArFC 39- A�� Applicant: DEAN,JAMES Permit Number: B 20153296 Proposed Use: SHOPPING CENTER-MALL Expiration Date: 05/16/16 Location 65 INDEPENDENCE DRIVE Zoning District SPLTPermit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 295015X02 Permit Fee$ 3,185.00 Contractor DEAN ASSOCIATES ARCHITECTS Village HYANNIS App Fee$ 100.00 License Num Est Construction Cost$ 350,000 Remarks . APPROVED PLANS MUST BE RETAINED ON JOB AND INTERIOR FIT UP FOR NEW TENANT BED BATH&BEYOND THIS CARD MUST BE KEPT POSTED UNTIL FINAL INTERIOR ONLY INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: PROPERTY OWNER 3 BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: HYANNIS,MA 02601 INSPECTION HAS BEEN MADE. Application Entered by: PF Building Permit,Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR'P RMANENTLY. ENCROACHMENTS ON PU C PROPERTY,NO. SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY.THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLI SEWERS MAY BE ` OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS.PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: L FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6. INSULATION. i 7.FINAL INSPECTION BEFORE OCCUPANCY. 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. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED.AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). Me NY BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health �oFt�E ra,, Town of Barnstable Regulatory Services 9e MAASSS. Richard V. Scali,Interim Director 1639. n3;.�A Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUMPTION OF RESPONSIBILITY I, j�E-(�— ���At� , Construction Supervisor License #CS 7'S( , hereby certify that I have assumed responsibility for the project under construction, as authorized by building permit# �2Q l,S0(D7 y�J, issued to (property address) on , 201 . The following documents are attached: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form (if applicable) copy of my Home Improvement Contractor registration (if applicable) Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. Road Bond (if applicable) LICENSE HOLP/R D T q/forms/newcontrb rev:103113 December 3, 2015 Mr.Thomas Perry, Building Commissioner Town of Barnstable-Building Department 200 Main Street Hyannis, MA 02601 RE: Tenant Building Permit Application for Fit-Up for New Tenant: Bed, Bath&Beyond Southwind Plaza 65 Independence Drive Hyannis, MA 02601 Dear Mr. Perry: On behalf of OCW Retail-Hyannis, LLC (as Property Owner of Southwind Plaza), this letter authorizes the attached Building Permit for the above referenced work to be transferred to MRG Construction Management, Inc. (General Contractor for Bed, Bath & Beyond). MRG will provide the necessary Workers Compensation Insurance Information and any other required documentation. Sincerely, OCW Retail-Hyannis, LLC By: OCW New England Retail Holdings, LLC 4Ne Bygland, LLC By David J. lle Manager . cc: K. Burke (TWC) : 11 Boylston 11 1 Boston, 02199 PHONE 00 1 FAx 617.247.4044„ Massachusetts -Department of Public Safety Board of Building Regulations and Stands® ^---`----'-- c__---`--- unau uu�uu ouNci r uv� License: CS-078126 mot.r i.S IN MATTHEW R GE 32 sANDRA RD = g PEABODY MA 6196 Expiration 01103/2017 Commissioner r' OP ID: TO A`�coRo CERTIFICATE OF LIABILITY INSURANCE DATE(MMfOD/YYYY) THIS CERTIFICATE 15 ISSUED AS A MATTER OF INFORMATI 11/30/2015 ON ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERS), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed: If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer.rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT DeSanctis Insurance Agcy,Inc. NAME: 100 Unicorn Park Drive PHONE FAX Woburn,MA 01801 (ArCMAIL. Ext}: AIC No): EL ADDRESS: P-U STOMER ID N,MRGCO-1 INSURED MRG Construction Management] INSURERS AFFORDING COVERAGE NAIC# Inc. INSURER A:Acadia Insurance Company 31325 3 Centennial Drive,Ste 50 9NSURER B Peabody,MA 01960 INSURER c: INSURER D: INSURER E:. INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS"SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TNSR t DL SU® XP TR TYPE OF INSURANCE 1 POLICY NUMBER I MM/DDPOLICIYYYY I MMIDDOLICYNYYY LIMITS GENERAL LIABILITY - r EACH OCCURRENCE $ 1,000,000 A X I COMMERCIAL GENERAL LIABILITY CLAS06201612 01/01/2015 01101/2016" DA ATiE f ENTE I PREMISES Ea occurrence $ 250,00 kCLAIMS-MADE OCCUR MED EXP(Any one person) $ 5,00 1 X Bikt COntraCtU2I PERSONALS ADV INJURY S 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $" 2,000,00 POLICY X ET PRO- F[LOC AUTOMOBILE LIABILITY "COMBINED SINGLE LIMIT- ANY AUTO (Ea accident) S 1,000,000 ALL OWNED AUTOS BODILY INJURY(PerPerson)_ $' _ A X SCHEDULED AUTOS MAA511493012 01/01/2015 01/01/2016 BODILY INJJRY(Per accident) $" TPROPERTY DAMAGE $ X .HIRED AUTOS (PER ACCIDENT) X NON-OWNED AUTOS $ k X UMBRELLA UAB I ` I X OCCUR EACH OCCURRENCE 5 6,000,00 A EXCESS LIAR EACH j )CUA511401611 AGGREGATE $: 5,000,000 . 01/0112015 01/0172016 i- DEDUCTIBLE � $ X RETENTION S NONE $ WORKERS.COMPENSATION WC JJ jjOTH- AND EMPLOYERS'LIABILITY IN X LIMIT I I T A ANY PROPRIETORIPARTNERIEXECUTIVED Yi.N./A WCA511401711. 01/01/2015 01101/2016 E.L.EACH ACCIDENT SOO,OO OFFICERIMEMBER EXCLUDE (Mandatoryin NH) P MA,CT,PA,NH E.L.DISEASE-EA EMPLOYEE 50O 000 If yes,describe under I , DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Evidence of Covera e- ADDITIONAL INSUREDS LIMITS.ARE NO GREATER THAN THOSE REQUIRED BY WRITTEN CONTRACT." Bed Bath&Beyond Inc.,a New York Corporation,its subsidiaries and.affiliated.companies,and their respective successors,assi ns,officers,directors.,employees and agents as well as landloards are listed as Additional Insureds. CERTIFICATE HOLDER CANCELLATION BSDBA-1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Bed Bath&Beyond Inc THE EXPIRATION DATE. THEREOF., NOTICE, WILL BE DELIVERED IN 650 Liberty Ave ACCORDANCE WITH THE POLICY PROVISIONS. Union,NJ 07083 AUTH IZED REPRESENT IVE OJII988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts , Print Form ,_ Department of Industrial Accidents } � Office of Investigations Ig 1 Congress Street, Suite 100 " r Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): MRG Construction Management, Inc. Address:3 Centennial Drive City/State/Zip:Peabody, MA 01960 Phone #:978-587-3099 Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑✓ 1 am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑ New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. • 7. ❑✓ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition workingfor me in an capacity. employees and have workers' Y9. ❑ Building addition [No workers' comp. insurance comp. insurance.+ required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 131-1 Other comp. insurance required.] *Any applicant that checks box 91 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. if the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Acadia Insurance Company Policy#or Self-ins. Lic. #:WCA511401711 Expiration Date:1/1/16 Job Site Address:65 Independence Drive City/State/Zip:Hyannis, MA Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Si nature: I Date:12/1/15 Phone#:978-58773099 Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Matt Genzale From: Michael.Chinnici@bedbath.com Sent: Monday, November 30, 2015 11:19 AM To: Matt Genzale Cc: Glenn.Rechtenbaugh@bedbath.com;jack_reynolds@cascocorp.com; mike.smith@bedbath.com Subject: Fw: Bed bath Hyannis Matt, Along with the form I sent you earlier, please note the permit cost below. Permit needs to be picked up prior to Thursday morning. Michael Chinnici Bed Bath & Beyond Construction Project Manager 908-528-1197 -----Forwarded by Michael Chinnici/Store Development/Corporate/BBBY on 11/30/2015 11:22 AM----- From: "Reynolds,Jack"<Jack.Reynolds@cascocorp.com> To: "Glenn.Rechtenbaugh@bedbath.com"<Glenn.Rechtenbaugh@bedbath.com>,"Michael.Chinnici@bedbath.com"<Michael.Chin nici@bedbath.corn>, Cc: "Cochran,Nadine"<Nadine.Cochran@cascocorp.com> Date: 11/17/2015 12:17 PM Subject: FW:Bed bath Hyannis Good news! Our permit is ready to be released pending final paperwork regarding the GC. Our permit fee is#3,185 Sincerely, Jack Reynolds Director of Project Management CASCO Architecture Engineering CASCO 10877 Watson Road St.Louis,MO 63127 Direct:(314)238-2034 Main:(314)821-1100 Jack.reynoldsCcilcascocorp.com From:Jim Dean [mai Ito:idea n@deanassoc.com] Sent:Tuesday, November 17, 2015 11:06 AM 1 i To: Reynolds,Jack<Jack.Reynolds@cascocorp.com> Subject: RE: Bed bath Hyannis Jack- Good news for you to share with your client, permit is ready for pick up. We will have to file a 'change of contractor' form once the GC is named. Fee due is $3,185. 1 can pay and pick up if that makes sense. Let me know. -Jim James W.Dean Principal Dean Associates Architects,Inc. 4 Railroad Ave.Suite 301 Wakefield,MA 01880 p. 781.397,8092 f. 781.397.8094 From: Reynolds,Jack [ma i Ito:lack.Reynolds @cascocorp,com] Sent: Tuesday, November 10, 2015 9:21 AM To: Jim Dean Subject: RE: Bed bath Hyannis Jim, I just saw your email and sent a request to the landlord. Will they still accept the drawings from you?With a follow up letter later this morning? Sincerely, Jack Reynolds Director of Project Management ASCO Architecture Engineering CASCO 10877 Watson Road St. Louis.MO 63127 Direct:(314)238-2034 Main:(314)821-1100 Jack.reynolds{�a?cascocorp.com From:Jim Dean [mai Ito:idea n@deanassoc.com] Sent:Tuesday, November 10, 2015 7:41 AM To: Reynolds,Jack<Jack.Reynolds@cascocorp.com> Subject: Bed bath Hyannis Jack- I'm at the building department, need a new authorization letter from Wilder authorizing Dean Associates 2 i Architects Inc. sent to debi.barrows,�%to%.N-n.bai•nstable.rna.us I can hang here for 30 minutes or so, 781-223-6702. Sent from my mobile device "------------------------------------------------------ CONFIDENTIALITY NOTICE: This e-mail, and any attachments thereto, is intended only for use by the addressee(s) named herein and may contain confidential information. If you are not the intended recipient of this e-mail, you are hereby notified that any dissemination, distribution or copying of this e-mail, and any attachments thereto, is strictly prohibited. If you have received this e-mail in error, please permanently delete the original and any copy of any e-mail and any printout thereof. Thank you for your compliance." 3 3 lq-1(o -Commonwealth of Massachusetts ti. . Sheet Metal Permit Map Parcel _ Date: /oZ �S , Permit# BUILDING DEPT. Ld Estimated Job Cost: $ .S Permit.Fee S: Plans Submitted: Y No MAR 012016 Plans Reviewed: YES NO Business License# TOWN OF BARPA4 pftg License# 12-9 7 Business Information: Property Owner/:Job.Location.Information: Name: 9°I L 14 V A C. Name: a ub VU Street: Street: 5 �r 1.V e, City/Town: r 1 t n) , 1M q� U �C�3 City/Town: HvQftn 'ts Mft Telephone: 7 3 _ 01017 Telephone: Photo I:D.required/Copy of Photo.I.D. attached: YES y NO • s" n�� J-4/M41 unrestricted.license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10;000 sq. fft /.2-stories or less Residential: 1-2 family Multi-family Condo/Townhouses Other. Commercial: Office Retail X Industrial Educational i. Fire lDept.Approval Institutional_ Other Square Footage:'under 10,000 sq. ft. over 10,000 sq. ft. Number of Stories: Sheet metal,work to be completed: New pork: Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: INSURANCE COVERAGE: I have a current tiabilttv.insurance policy or its equivalent which meets the requirements of M.G:L Ch.112 YesZ�'No ❑ s If you have checked YW,.indicate the type of coverage:by checking the appropriate box.below: ti A I%abi[ity insurance poficy 0 Other type of indernnity ❑ - Bond I , OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General laws,and that my:signature on this permit application--application--walves this requirement Check One Only Owner ❑ Agent ❑ Signature of Owner or Owners Agent I . By checking this box❑,I hereby certify that all of the details and information l have submitted('or entered)regarding this application are true and accurate to the best of"my knowiedge and.that all sheet metal work and installations.performed under the permit issued for this.application will be In compliance with all pertinent provision of the Massachusetts Building:Code and Chapter 112 of the General Laws,- ` Duct inspection required prior to-insulation installation:YES NO iProeress Inspections I .. Date Comments I ' - I�ual.Intspection Data Comments Type of License: 3y ;Master i Fide ❑Master-Restricted' :�fty/Town ❑Joumeyperson. Signature of Licensee # .❑Joumeyperson-Restricted License.Nurntier . /o2 919 7 =ee ❑ Check at wwwmassmoV/dnl nspector Signature of Permit Approval Ke s� TR CommonneaMi of-Massachuses 600 Washington Street Aosfor, 02HI wit^rv.arrussg�r�irE Wark-je:rs' CompensafiunI Lnmance Affidavit Builders/Contra:ctursMectricmn&Mum,bers Applkant Informatics Please Print,Legibfy Name C mi�afi /Fnr1TV3 pry: K T L �4 V Address. CityfstattJ- z�p: ev JA aPho=g-- 4 7 P - �Us-- ao�7 lire yoia an employer?Checicthe appropriate bim Type of project_ I arn.a confractcrr and� �1 r� ��� 4 I am a employer with f b_ ®New am-da.-lion es:.ployees(full anNorpart-f=e)-* have birr d the sub-caatr ors. 2_❑ I am a sole proprietor or partner- listed on the attached sh5--L 7- ❑Rrnrodeling ship and ha-m no employees These sub-contractors have g- ❑Demolition woddng far me in any capacity: employees and have worms' $_ Euildmg addition wo worke s.. Camp.fi m=C6 comp-tnsurauc �r I 5_❑ We are a coiporaficaand its lt}�Electrical repairs or additions 3.❑ I am a hrstnz ot�.'ner doing alI work officers hnm ewercised fheir 1LQ Plumbing repairs or additions . myself: [No worlmr77s'comp- nght of mpfion ger IvfGI. 110 Roof repass incrrran erequired,] 152,§I(4�„and we bra5'e nrs 1.3_[]Other comp-insurancerequtre-i,I *clay ffiF that chedss boa 91 amst also f1 out the sectiaa below dmwixq ilrEs mo3c�'romgrssaGaa poitip irdnt EiameownErs vr4m subffit dsis aibd:vd they am doing sE[vrmk imd 8iea hoe outside coahsctom nmst svbmQ s pew a�darit mdirsimg sncB tmcmrsthstAprl:t&boxmgststtarhedaA%ddid=stsheetsluwmgShepeaseofISEs7 xmd5ta FL rhethernr=Iha5E have MEPIUye2:5 If the sub-,CO�CtMSBare Noyes%thenmast Pie their'WM'-:Ue tamp.pofirf avznbcr- I am an em-pax that ispnn irUag ktrorkers'compensntran irrs w=-ce far rrr}K empFnyess SelotF is t3te puTic}*arcd job azt� information- Insmance CompanyNarae: e-,e_ e,'L P-0au#ar Self-ins- 3 el 1 5 Fxg;�atisrnDate: job$itn A.ddi-es :- e d c+4&4% �S %✓1 d e p e"A Q Yf C e T*Cily/StatelZip: P'1 v!n 1A16l t lftach a copy of the workers'coxnpensa6m policy d;lzrstion page(shag the policy xrumber•anti ex&ztion dare). Failure to se cwe.coverage as required under Sectfou 251E of MGL c. M can lead to the imposition of criminal penalties of a fire up to$1.50D 00 andlor me.-yearin4rdsonment.as well as civr1 pesadties m the fb=of a STOP STORK ORDER-and a fine of up Lct 50_t}0 a day a e vio tor_ Be advised ttrat a,pW of this statimleut maybe fmrwarded to the Office of Iuvestigations o€fhr; a coverage ve�� I do h9r, c�erti tks - r sna f :u stfhs;rc�nrma#ianprmadc�druhave is bzr�un f corr8ct 5ienatare: Date: / PfiDm 7 / 6`// - ©JFcjzd rase an[y. Ito not writ&in this area,to bit campreted by ditp or town of, ciaL City or Town: Pt�cm€i#/Licet:tse# Ewing Authority(arele:one): L Saarrd cd Health 2.Buff fing Department I I-area Clerk 4.Electrical Inspector S.P'tambmg inspector .6.Other Contact Person: Phone#-. 6 Information and Instructions �1 Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuaatto this statute, an employee is defined as".._every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer;or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,constriction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also stares that"every state or Iocal licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct bnildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the peformance ofpublic work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contactors)name(s),address(es)and phone number(s)along with their certincat s of . insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships employees other than the �LP)with no f emuY members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance Coverage. Also be sure to sign and date the ai$davit The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. SeYdnsured companies should enter their self-insurance license number on the appropriate line. City or Town OfEcials Please be sure that the affidavit is complete and printed legibly. Tie Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permitllicense applinaiions in any given year;need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be-provided too the applicant as proof.that.a valid affidavit is on file for futurepermits or licenses. Anew affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affida-,-it The Office.of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a ca1L The Department's address,telephone and fax number: The Commons -al&of Massachusotks Depai m ont of 7ndustdal AQcidanis Office Of 600 Washington Sire BQ5t ins IAA G2I I I TeL t 617-727-490 W 4-06 oz I--M-MASSAFE Revised 4-24-07 Fax 0 6I7-' 27-7749 I S �a YHE Town of Barnstable Regulatory Services asnea Thomas IF.Geller,Director �165*5uc+'' Building Division Tom Perry,Building:Commissioner 200 Main Street,Hyannis,MA 02601. wwwlown.barnstable:ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder L tqh-77-149,k) l �1-&- ,as Owner of the subject property hereby authorize K`� f�Gl to act on asy behalf, in all'matters.relative.to Work authorized by this building.pe=ait. (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized.until all final inspections are performed d accepte Signature of Ownet Signature of Applicant 6;� L Print Name Print Name Date Q:FORM&OWNERPMOSIONP00LS Massachusetts Workers' Compensation Insurance Plan Berkby Acadia Insurance Co NCCI Carrier Code 33391 Administered by Berkley Assigned Risk Services P.O.Box 59143,Minneapolis,Minnesota 55459-0143 ASSIGNED RISK SERVICES Toll Free(800)634-4589 Phone(605)945-2144 Fax(866)215-8118 www.berklayassigneddsk.com policyservices@berkleydsk.com MASSACHUSETTS -ASSESSMENT CHARGE 1.The Insured: Policy Number: MAARP301254 Risk ID: 000320273 KEVIN LIPKA&PAUL LIPKA Tax ID#: 44-5255588 dba: K&L HVAC Policy Period: From: 02/01/2016 53 Summer Road To: 02/01/2017 Berlin,MA 01503 Endorsement Date 02/01/2016 Date of Mailing: 02/10/2016 Massachusetts General Laws, Chapter 152, Section 65, as amended by Chapter 572 of the Acts of 1985, establishes a workers compensation special fund and a workers compensation trust fund. On behalf of the Department of Industrial Accidents (DIA), the insurance company providing workers compensation coverage is required to bill and collect an assessment charge covering the special and trust funds from insured employers and remit the amounts collected to the°State Treasury. The assessment charge,which is determined by applying a rate (subject to annual change)to the DIA's standard premium, as defined and outlined in 452 CMR 7.00, 'developed underyour policy, is shown as a separate item on the information page of the policy. The rate may be different for private employers and for the Commonwealth and its political subdivisions. The income derived from the assessment charge will,be used to fund the operation expenses of the DIA and to fund certain employee benefits as described in Chapter 152. �S �S Gur � 6Y C'Gr�O 1Cy t✓v►,a► ( OYr =LX K+L HVAC 83 Summer.Rd. Berlin, MA 041-503 All other terms and conditions of this policy remain unchanged. Agency Name and Address L&S Boule Insurance Agency 156 Main St Marlboro, MA 01752 WC 20-03-02 A (Ed. 9-08) � WONVatfALTH OF�M��A�tNi�S)I�TTS - ..r. I J PROJECT NAME: : :---.:- - .ADDRESS: '.- CA PV .. ... PERNIIT# PERAM DATE:' LARGE ROLLED PLANS E = MAPS ro aii� on: Data entered 1n p gr BY: L q fides/foffis/arch Wp ive:: V PROJECT NAME: . .. bVt _ _. ,ADDRESS; .- S de, �e PERMIT DATE: % LARGE ROLLED PLAITS ARE L'�.: 8® eyed in MAPS ro am on. Data ent p �' _ . al BY: - es/foh3ishrchive I q - PROJECT NAME r PERMIT DATE: LARGE ROLLED PUTS .ARE Data enter e rogram oxi &din MAPS S BY. - q 'P.il r �IKE �, Sign a�sT��. TOWN OF BARNSTABLE Permit MASS. s639- � ArEG A Permit Number. Application Ref: 20160342 20071179 Issue Date: 01/14/16 Applicant: PROPERTY OWNER Proposed Use: SHOPPING CENTER- MALL Permit Type: SIGN PERMIT Permit Fee $ 200.00 Location 65 INDEPENDENCE DRIVE Map Parcel 295015X02 Town HYANNIS Zoning District SPLT Contractor PROPERTY OWNER Remarks 169 SQ WALL & REFACE EXIST FREESTND SIGNS 18.44 TOTAL BED, BATH & BEYOND 187.44 SQ TOTAL - IND ZONE Owner: PROPERTY OWNER Address: HYANNIS, MA 02601 Issued By: .......... Po. ST THIS CARD SO TI3AT IS VISIBLE:FROM TIDES REET o � I �a c (vq awl } ! li 9J9 tqn C \ 1 C R PERMIT1YMENT RE�-,EIPT TOWN OF BARNSTABLE BUILDING DEPARTMENT 200 MAIN STREET HYANNIS, MA 02601 DATE: 01/14/16 TIME: 15:10 -------------------TOTALS------ ------ -- PERMIT $ PAID 200.00 AMT TENDERED: 2C0.00 AHANAEPLIED: 200.00 APPLICATION NUMBER: PROPERTY OWNER PAYMENT METH: CASH PAYMENT REF: f f - Town of Barnstable RegulatoryY „ Services NAIR. ► Richard V.Scali,Interim Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.ba rnstable.maus Office: 508-862-4038 Fay:: 508-790-6230 Permit# Builduig Official approving _ ( Application for S" Permit1 �J j. -t- _ _ ssessors No.�_ DoiUig Fumi>.ess As:_4" UY �I'elephone Nu. Sign Location - " Street/Rc►ad �", = 1- - �� fix _.. t r Zoning l[iKstric -�� Old Kings Highwayp Yes/No. Hyannis Historic Districtp Yes/No Narri � i �. �' 1 �{ t �1 '"� Tel hon r , Address;, �( t` 7_ _ } '� r it xJ 6 gill - __— -- Sign Contractor Name:__ p tho a" r--- - �1 - e MailMg address: [�° (mil Description Please fallow the cover directions.You must have an accurate reu(litiou of'sigri with dimen;iloiis:uld l I location. Is the s1pi to be electrified?A` e�No (Note:Ifirs;a winiigpennitis required) Width of building face " fh x l0 tom)x.I -0(01 - Check one Reface existing sign or New i/Total Sq.Ft.of proposed sign(s) If j ou halve additional signs please attach a_sheet Iisbng each one with dnnensiorfs-"' If refacii-kg an existing sign please provide a picture of the existing sign with dimensions. I hereby certif} that I am the owner or that I have the authority of the ov%mer to make this a.pplica ion, that the information is correct and that the use and construction shall conform to the pros ,ions of t1 §240-59 through§240-89 of the Town of Barnstable Zoning Ordinance. Signature of Owner u thonzed Agen ��� (( L-2(f i` 1 . Date i_) SIGNS/S.IGNREQU re v&dl 10413 r-e+n +sourxwlNn Itiatn I � 4 sourxwNNli Ciatn >-r uewPr I ��yyy� f I t-J 3/'PAN6 i3 SOUTHWIND PLAZA � � N'a � � EXISTING ELEVATION PROPOSED ELEVATION 0.�11 L.►3.T.L�J3'..J I EXTERNALLY ILLUMINATED T'-D" MONUMENTPANEL 3' VINYL"COMING SOON"FLAGS @—X -3}(3.J 3.IJ 3 s I WHNELETTERswI � � WHRELOW TACK VINYL W/ 1 L RINI SLUE 3630-33 RED OVERLAY _ •`�� �ANTOSAaccaouxD.ALL �� 4 (TO BE REMOVABLE) TENANT PANELS TO - UTILIZE SAME COLORS. (6 I FOUR REQUIRED PAINTED ALUMINUM PANEL ara P't —H J'PVC PIN MOUNTED SCALE 1"=1'-0' - LETTERS. - *p RELOCATE A.C.MOORE. PANELS TO BELOW 3'-3 3/4". WHOLE FOODS 2'-10 T!2" LOCATION OF FDf D e TEMPORARY. p �5 COMING SOON o i SASH. r o0 Monument Sign (SP1®INDEPENDENCEDRIVE) 2/COMING SOON/SASHES (SP2 Q INDEPENDENCE DRIVEL 2/COMING SOON/SASHES SIGN TYPE®.FLAT CUT OUT LETTERS Q!y:6 (SP3 Q ATTLICKS LANE) 2/COMING SOON/SASHES SCALE:J IfJ'=V-0' .250"FLAT CUT OUT,PVC WHITE LETTERS,PIN MOUNTED TO EXISTING BACKGROUND FEDERAL MIM �maR: MARKSCHAEFEfl "° I� 233090610 Tii,cllginai aatlmy R2-1YL15 JMH)Add Care Edda Temp Sashes to Tweet sign Faces . . . PO[^ded as Pan a a HEATHHEATHA M R3-1/5/16JCR BUILDING LENGTH Rgea Mange,: CHERYL YOUNG alanned PIOjec[ � 11/4/2013 co led.,np d a _ __ R41.13.16 GB Rev Sign AW 6'10'x26' awr,9.. J.LA FOND wi[M1au[aM1e w SLG.N COMPANY .,Nor ,.,.P.w.,s. .=,c.",". ....... e Fede llle tLi. umw,m.d"u.n w.wa.e"d P UL u'^'x"'jn Aimumrsf_ AORENENCER 5nee,NumOu: 6 01 6 Pe sip Ina wPPnt eeae "^'"-°^°^"^�^""a'"^" a—App-,I/Danc: 651NOEPENOEN(E ROAD -- - Feaeial Heacnn sign Rmpa FL 33620 aUmpalY LLC a 18131 BSS-5 leOOl Je1.3ze+, retm as�JaJl 'Bwleuy ou+IM VBtteee v�xe wol Landlord ApDRNai/Dare: ..................................... HYANNIS,MA0P�1 a:yn N�,moa:23.30906.10 R4. modxa ayem.aR.sc i -:#mnli9wrfxfLs � tlwre•Ri.r. _ 4 r 71 -0 3,PAw.i -a 3/.•PANa .;x-<,' �••< 1•9 EIOSTING ELEVATION PROPOSED ELEVATION VINYL"COMING SOON"FLAGS SOUTHWIND PLAZA WHITE LOW TACK VINYL Wl / 3630-33 RED OVERLAY (TO BE REMOVABLE) SCALE 1'=1 REDU/RED SC '-0° E�RNALL4'-9 3/4" .1 MONUMENT AIIEL ATED MONUMENT PANEL t 4'-4 1/4" f • (TWICAL BOTH SII MITE LETTERS 11 SANTORINI BLUE BACKGROU ALL i 11( TENANOLO ND.T PANELS TO • O®' n PAINITED ALU CINUN PANEL WITH}-PVC PIN MOUNTED LETTERS. Ileum inRELOCATE A.C.MOORE = p NatLa%MLight� WHOLE FOODS � r O LOCATION OF Monument Sign FLAT CUT OUT LETTERS OtY:2 TEMPORARY SIGN 1wEG. COMING SOON (MP1 Q IVANNOUGH ROAD) 2700MING SOON/SASHES SCALE;11/2'=1'-0' SASH. .250"FLAT CUT OUT,PVC WHITE LETTERS,PIN MOUNTED TO EXISTING BACKGROUND atEm: MARK SCHAEFER " `/'°`a'w" Th g 1 a ng FEDERAL u m m em m"e. R2-12MI5(MH)Add Canting Soan Temp Sashes la Tom sign Fate Jm N es 233096619 ao aea Pao 'c" ���$� RyttMang CHERYLYOUNG ! ara as oe- e R3-11 fi(JCR)fiCIl01NG LENGTH R41,13.16 G8 Rev Sign A 116'10'.26' Harm ey J.LA FOND ��= 1114Y1013 u,i°hout'tha w'iaen SIGN- COMPANY m s s o .FeOeralHeatN.< .. .. OL L n©^ " STORE No.22948 chat Numher: 5 O, 6 FeOeral Heath 5lgn 1 no4 wPonrame nmw.n33exa Oml npproaaVna� 651NOEPENOENCE ROAO = xraxxlS,MAo2601 a,gnNamar;23-30906-10 R4 a mPanY.g „X 1813185S-5 18001x843x84 1-1813a8S4.303T BUIIEtr1g Malty SISimp Since 1901 Urd16rd ApplviaVD-: ...a.....ee.........e."i.e e.�..�a... 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TOH1 Telvl WeRf CAfbml taml NPo' E-Useuge- [omNOLoe 19160YF,m19xNxp09 00 f0 B^ SELF{ONTAINED .FACE/eACKIR 8.7 Amps A80.s0 Watts 79.e65q Ft 6.07 Whttslsq Ft 'Su Wlre sPw ma N w .19,6VM1 aEn . MA9E0.ULL 8REANDOYWI E V I o ro U.. r N ss L a Fx I E St I 0 N ! ' -�" ED ED tetra®LED Systems ® lighting Solutions HS M Rev "" u � 9#- 048615-13' :PASrPNIUf.V.OMmL,J 4mc. MITf15 nlA'.1 ffi i FEDERAL a eP. MARK SCHAEFER Rgea"°"°°" - ��P a e I r a ■M�®�4.M\11�� .m..a• R2-1212/151(MH)AadE ing Soon Temp Smhes NTenm sign Nees �p gvmce�: Z 0906.10 A�'11EAY�W R3-1/5/16(M)BUILDING LENGTH Proje[tM roger: CNERYLYOUNO� � � - am ceom�a a. R41.13.16GB Nv$gn Ala 6'10'x26' Wle: 11I4(1611 FOP a ePrwatt,n S I ja! C O M PA N Y „Faw, J. FOND w Haar,ne n .Feuer STORE No.22948 sneeFNUMcr; Q a 6 P e o t na o„voeLe.x nmw-fl aaexe ^°`� ^'mr Ceemnpp—Ma�� NuL'° "`O 65 INDEPENDENCE ROAD . Fe0 n thn s-gn Ha,al essw9ls Iaocl:s..nxea alelmes9aeai -eundin90ua11q 9g ge9nce1901 W,d1w App-eYDa[e' ...........>.......................... HYMNIS,MA02601 cegR�Num ,:23.30906.10 R4 aomParenx unt ,: uo eage I � 2B 0 Fabricated ANmie - Channek w/.O6J FeNms And .090 MOW Backs. NRi!lE ReNms- ExlewCobrSt..OnCoblCholt:—� O BUCKR I - Greenfre/tlContlufl DK BROME Return- ❑ /// ��\ II�II II�II O Inlenora!(etters SupPlietlby mSUl/erMW D D D !o Oe n". SemFGbss Wntle.l / f LLI GE PoWEfl SUPPLIES 120V-(15)FEOD M 1"Tnm Cap Reln.—I .I -- GEPS TOTAL O 2-60(ASPS@=2.B PS= 12.E On Urs.42"And Above Use t' ---IntlNitlwl Cul-0X Fabrifaletl A"X1"ANm.Retainer, _ SWilch an FachletleP (1)Tj0µp PCIRRCeUff RFOOUwRED. Ceb1 To Match Returns, O Nlountetl So 71"Il Moves Hadroulal --� SPECIAL CONSTRUCTION NOTES: 177 ACHY9TEEL#2447 While Faces.--- Esoh LePSGot Back d! 71 ALLLEO.'sINLE7IEASATAPARRCULAF LOCATION MUST HAVE '? - GE LED POWER SUPPL EI S-- Eachled l SAMEBINx. Supplktlwl Llrs. 215ERCUTOME APPROVGLOSS ED N ALL TROL ETURNSSAMPLE AND RETAINERS �GE POWER WXITf NA'(IEDJ PER CUSTOMER 8E USE FDCONRCHFACE A 2) NO ADHESNE TO RE USEDTO ATTACH FACE MATERIAL TO THE s1GN7PE®INDIVIDUAL LETTER SET I INTERNALLY ILLUMINATED I fi'-6"X 26'STACKED 169 SF l hsryanelMooLktpbej METAL RETAINERS. SCALE:T/4"=1'-D•' �MeChpntpaly_Secured p,C 4)ALL WEEP HOLES IN LETTERS TO HAVE WEEP HOLE COVERS@ - - d• p INIERroR. v' \ - 3/8"ASIpm o f,Wsp lg et-fiee v a Appropriate for Wall DOnstnrtbn ———— 120N Ektlrltal (NON-CORROSAE) _ •o a 8•FSoxbyOwnsrB .o)•rmsree.F.ce d HIT Hook-Up by 3 •.a. G.C.Ekctrkian t•wnslw)nlru.P •, AP 1Snnn 1✓EIVR6,PMIIFD ��� � (2)'/."Weep Holes 3 ALT.PUSTIC RETAINER DETAIL N.TS - In letter Bol(om TYPICAL ACRYSTEEL FACED LETTER SECTION W/S.C.P.S. 7 FI171; 7�11 D/2cf--5) [6�-L���- rl rRAPA LGMJ J � LOD GE LED LAYOUT �,, ,vx<wna : MARK /� Ilomrort m riginal dreg . ro k prawM.as Pan or a FEDERAL ..�.0,.,m R.,.+,.,-•-�.�. R2-lalpts(MIA Add CPMng SPon Temp Saenes to Tenurt sign Fates � bo nw.�,. 13�30906.10 ro I'll.. Planned P ) ■w HEATH _ Ma CHEHYL YOUNG ■Y��■�. _ R3-1/B/16(JCR)WILLING LENGTH Fryea "�' anEena[to 0<o'1nti�e0. wt<: 11/4I2013 oPl<a o reProa«a R41.73.76 GB Rev SignAN6'10'x26' _ oa J.LA FOND n n w„ny S I GIN COMPANY- < nKKm9 n „aW, �,.,n.,,,aam„s, .c,,.,�, romuL u>m w t nut t e ite a�� SPORE No.77WB sne<t N�awm: 3 a 6 P< s < s^ .Fed alHeath.tom - UL tvm�ln R®®'�"' Federal Heathn Si e6errcnpDrwawace: 6S INDEPENDENCE ROAD 13)p4OUPont CV4 Tam FL 33ald �'rt ro.++�w aumA CamPany.LLC ar Its a• �cer.23-30906=10 H4 leleless— Ia0m1a6— -1et31a50.3P3) &Aiding fauul1w Slgtuge Since 1 B01 LarMprd Appr6ie eoc: .......................�.....,,.•..,. NYANNIS,4A0ffi01 H auoronxd agmc.onsc 267'-0" r________________________________________ ________ i fEll tc II FULL ELEVATION ; '------------------------------------------------ /^ 267.-0. 6'-0'■26'-0°(169 spit)INTERNALLY ILLUMINATED CHANNEL LETTER SIGN WITH WHITE FACES&WHITE RETURNS . OVER A DARK CONTRASTING EIFS BACKGROUND. EO i EG t30 CL 12T-0 A.F.F. W— --CL - -——— o I IFA .I w S GN TYPE® CHANNEL LETTERS QTY:1 SCALE:1/8"=1'-O" A FEDERAL u.a.�.m."�. Rom, tap: MARKSCHAEFER mis",lylnal arawmy fl2-1?MIS(MH)AEA Cmmny Saon Temp Sahmto Tenard sign Fates � � �m 2MD9&IO p.w-aspana: HEATH RIW16(JCR)BUILDING LENGTH R,g,,Ma aye CHERYL YOUNG � TT4 013 1l6M,E project o emtroaeemiceE. fla 1.13.16 GB Rev Sign A[06'LO'x26' a,.,�ty. J.LA FOND cem' c pl a or prV"ra a SIGN COMPANY _ ..,...» wn"out the rtton :FeE IHeath.com ?" �w uL to bncO STORE N.2291R Aat Niarioc 2 Of 6 perm 1 s s o f tna carom or«mnw.R�axexe m"'"'� O'aVD�' 6S INDEPENDENCE ROAD Feaerai HLLC'1 Slgn. 18131 as5i0t5 lawl zaa3xa9 aziatal esFsaxx fNAWinD Wa11ry51gnage Slnce 1901 IdnEIArE nppraiaWare: ..................................�.... HYANINS,NA026DT Desgn Numott:23.30966.1O R4 company.LLC srs<u,wrzea ayes.n SIGN LEGEND a SIGN—a CHANNEL LETTERS SIGN WHO FLAT CUTOUT LETTERS 61GN-0 FLAT CUTOUT LETTERS AC KOKL'8 MOORE 01, s ' w•.e�� vmOlE F0008 "'_ tN ICI������. F m.N "\ _ rlrlrlRRt F 0 ¢ o / vE- 1 SITE PLAN NTS ME FEDERAL u m o.. ttamtE p: MARK SCHAEFEfl "° /a�tlo 23 3090610 un 9 a g R2-12015(MH)AEOC g Soon Temp Sashes to Tenant sign Faces . �� = - bb Munbn.: PraloeG Pan I`a HEATHR3-1/S/16 NCR)6uRBINGLENGTH Rok Mawg CHERYLYOUNG aoa e a o. R41.13.16 G6 Rey Sp A to 6'i0°326' o�aw,�ey J:LA FOND o-: 1114I2013 wPled olhePldl,,,n 11 SIGN-eCOMPANY ,•�.,o n. �... ,.n„•n>. STORE A.22940 soar ne,we,: 1 or6 rm is sio or Fa inealn.com "�,'o'er Pe 13)00 DuPont CIMe 1Smpa.iL 33626 d'.+noym.a.naw.ua.n okrrc Apprwal/Dam: 6S INDEPENDENCE ROAD - - Feoerai Hea[hn Sign 18131863M15 1eool zpaa:w rm lelat esa-an3) B.IWIN Ow"W Sigmge ShKe 1901 tanetera AppwcVoam: ................................•.... HYAHNIS,HA0Y601 oayn w,mm:23-30906.10 R4 �wmnma agmCl.onuc YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4. ears). A business certificate ONLY REGISTERS YOUR NAME in town [which you must do by M.G.L.-it does not give you permission to operate. ou must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. .1.':. yam: _ DATE: a0 Fill in please: ^�:,v4PY._: � g ji " �'� APPLICANT'S YOUR NAME/S: BUSINESS 5U l-1 L AVG. ID 3 YOUR HOME ADDRESS: A-rrN ' A l A< >M*Afpr G 1 E!J TELEPHONE # Home Telephone Number ,C:aiyl E -L a 2 ss r 1- 5 gRARLARIM IN NAME OF CORPORATION: be6j5prT NAME OF NEW BUSINESS TYPE OF BUSINESS KC-T-M.L IS THIS A HOME OCCUPATION? YES NO ADDRESS OF BUSINESS. Znf PC ' (U - 14 NIS MAP/PARCEL NUMBER oNl5& 5 X 6C? (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operafe your business in this.town. 1. BUILDING COM ISSIOkER'S OFF EThis individu I ha bor an pe i requirements t t pertain to this type of business. Aut <SignatCOMMENTS: IVY�i�h„ n 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature**. COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: ��THEtpy Town of Barnstable &MUMAM a Building Department-200 Main Street t679.s�0� tfoMA� Hyannis, MA 02601 Tel. (508) 862-4038 Temporary Certificate Of Occupancy Permit Number: B-2015-06747 CO Issue Date: 3/15/2016 Parcel ID: 295_015_X02 Zoning Classification SPLIT Location: 65 INDEPENDENCE DRIVE, Proposed Use: 3230 HYANNIS Gen Contractor: DEAN,JAMES Permit Type: Addition/Alteration - Commercial Comments: BED BATH AND BEYOND G 5/16/2016 Building Official Date: 4` �THB r, TOWN OF BARNSTABLE Building 201506747 BARNSTASLE, •` Issue Date: 12/15/15 Permit 9 MASS. 103 ♦��A � Applicant: DEAN,JAMES Permit Number: B 20153679 ArFD MA'1 Proposed Use: SHOPPING CENTER-MALL Expiration Date: 06/13/16 Location 65 INDEPENDENCE DRIVE Zoning District SPLTPermit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 295015X02 Permit Fee$ 35.00 Contractor GENZALE,MATTHEW R Village HYANNIS App Fee$ 100.00 License Num 078126 Est Construction Cost$ 350,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND INTERIOR FIT UP FOR NEW TENANT BED BATH&BEYOND THIS CARD MUST BE KEPT POSTED UNTIL FINAL INTERIOR ONLY.CHANGE OF CONTRACTOR 12/11/2015 INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: PROPERTY OWNER BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: HYANNIS,MA 02601 INSPECTION HAS BEEN MADE. Application Entered by: PC Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,,EITHER TEMPORARILY OR PERMANENTLY: ENCROACHMENTS ON PUBLIC-PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE. OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS: THE ISSUANCE OF.THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE.CONDITIONS OF ANY APPLICABLE SUBDMSION RESTRICTIONS:" MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. 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. PERMIT WILL BECOME.NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS Co 'c2 S 4-2S-r4 1 ►2 18 '� IS 1G�la v(1 vCtu�_3�7��-rd,.►.�,5 _ � },j ,�h4 �«�.�� Q�S�csr���.,�36py 2 2 2 3 3 `�C f,ter 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health to I Final Construction n r 1 Co t o Document H To be submitted at completion of construction by a R d Registered Design Professional for work per the 8th edition of the � VOV Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Bed-Bath-&.Beyond—Southwind Plaza Date:12/08/2015 Permit No. B20151501 Property Address: 990 Lyannough Road&`65_Independence-Ind MAC Project: X New construction and Renovation Project description:Demolish a portion of an existing building retail area to create an expanded Tenant Shell space floor area 36,789 SF. Construction include concrete foundation,CMU bearing wall,steel frame,slab on grade,Type 2B Construction, sprinklered. I,Lou Allevato,MA Registration Number: 9234 Expiration date: 08/31/2016 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: X Architectural 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: 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. Enter in the space to the right a wet or electronic signature and seal: Yi � l`;^.\ •Zvi ii> _`3:� ' H DF Phone number: 508-528-0770 Email: lounallevatoarchitects.com Building Official Use Only Building Official Name: Permit No.: Date: Allevato Architects Inc 31 Hayward Street Franklin.MA 02038 tel 508 528 0770 fax 508 528 9454 allevatoarchitects.com Version 06 11 2013 i Final Construction Control Document w To be submitted at completion of construction by a ' d Registered Design Professional e` for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Bed Bath & Beyond-Southw►nd Plaza Date: 12109115 Permit No. B20151501 Property Address: 990 Lyannough Road & Independence Drive Hyannis, MA Project: Check one or both as applicable: X New construction X Existing Construction Project description: Demolish a portion of an existing building retail area to create an expanded tenant shell space floor area of 36789sf. Construction includes concrete foundation, CMU bearing wall, steel frame, slab on grade, Type 2B construction sprinklered. I Jack A. Wood MA Registration Number: 33752 _ Expiration date: 6130116 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Architectural D6 Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other: 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: 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 res onsibility regarding the provisions of 780 CMR 107. S�F'P��N Of Enter in the space to the right a"wet"or JACK A. y� electronic signature and seal: wood m\ STRUCTURAL —+ ,0 NO.33752 co Phone number: 781-843-2863FSS/ONAL E'' Email: jwoodCmveitas.com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 Final Construction Control Doettinent To lie-submitted at completion"of construction by: a a Registered Design Professional as !,or work per the,8`n'.Editionof the: Massachusetts State Building Code, 78:0.MR, Section,107 Project 'Title: Bed Bath-&Beyond—Southwind Plaza .Date: .December-8 2015 Permit No.:, B20151501 Property Address: 990 tvwannough Road&65 Independence Drive- Hyannis, Massachusetts Project: Check(t)One.br Both as Applicable; [X]Ne\v Construction: [X] Ekisting Construction Project:.l7escription: Demolish:a portion of an existing.building-retail area-to create:anexpanted Tenant:Shell space.floor area 3`6.7889sf. Construction includes conereteToundation; CM'U bearing wall: steel frame.:slab on grade. 71'ype.2B.Construction. sprinklered. 1. .Sley&n A: Karon;PE, MA Registration Nurrrber: .3=19R EXpiration Date: 06/3QX201&;a"m a e4,gisteP&d-ilesigar prcfc.ssiondl; and I have prepared or directly seipervisecl the l repast on of all design plans; com}tiitaiionsar'd' specifications concerning: [] Architectural [] :Structural [,] Mechanical []Fire Protection []Electrical [X] 0ther.: .Plumbitq for the above named project. I, or my designee;have performed the:necessary,professional.services and.was present ai the construction site on a regular and periodic basis. To the best.,of.'my knomyledge, informati;on,.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 1 or my Designee: 1. Have reviewed, for conformance to this Code and tlie,design concept,shop drawings,.samples-and otlier: submittals-by`the Contractor• in accordance with the:requirements•bf"the construction documents: 2. Have performed.tlie.duties for registered design professionals in 780 CMR Chapter f7,as:applicable:. 3: Have been present,at intervals:appropriate to.the stage of constructiowto become generally familiar with the progress and quality of the work:and to determine if the-work was perforrried.in.a manner consistent with-the, construction documents and this;Code: Nothing iu this document.relieves the C itractor of its res onsibility�regarding the provisions of 780 CMR 107. p tt+of Enter.in,the space to`the right a"wet or 14Irl elecironlc signature°and.seal: � -, STEVENA. cyG o KAriAN ,`"n U mt HANICAL Gn Nn:3a8$3 O ti. 9 �O STEP N. Phone Number: (S11 )?36-02 Cl F.,.irisil: .tkur cnt cc:lrer-er7girr erlrx .Gonr Building Official Us.e Only BuiIdiag Official Name; P.ennit No-, Rafe:- Final Constructi6n Control Document To be submitted at comp.1etion.of construction by a Registered Design Professionall for work per the,8"' Edition of the 'Massachusetts. State Building Qode,780,CMR, Section 1.07 Project Title: Bed Bath & Beyond.-Southwhid Plaza Date,:, December 8,-2015, Perm ltNo .- B2.O15150A P'fdperty Address: 9,90 IyL;irinouQh Road &65 lbdep6ndende Drive-Hydah'is,Mass6dhdsetts Project: Check(x)One or Both as Applicable: [k],New 6mtrual on Qj Project Description: Demolish aportion ofan-existing building retail area to create-an expanted Tenant.Shell,space,floor 'area 36,78SWI Construction iricludes.coricrete foundation,.CMU beari ng wall,steel frame, slab on grade,Type 2B Construction,sgrinkided. 1. IMI-C R. Plante, PE, MA Registration Number: jj1M Expiration Date, 06/301201 ,am a ileg�ylqillc�d design pjll�b elk�io'nat, and I have prepared I or directly sup�rvisdd.,tli��peepdtatidn,o,�.AlI design,gh,plAnsj,'c0mputatibns and specifications concerning; Arebitectural 'Structural I I Mechanical Fire Protection fXftlectricall' Other: (Describe for the aboVe-nanliM Project. I-or my designee; hive.per-fibrihed t46,Jlecessary professional services and was.pre.s,ent at the construction site on a.regular and periodic c basis,. To the best of my knowledge, information, dn&Mieflhe4ork proceeded in accordance with the requirements of'786. CMR and the design documents approved as part ofthe-eRpilding Pci-init and that For my Designee: 1. Have reviewed, for c'onformatIceipp'.this.Code and th.p,design;concppt,,shop drawings,- ' samples'and nd other subm ittals by'thp Contractor in accordance with h t.he requirements-of the construction doc'uPrients. ,2. Have performed the.dutics:lbr'regjstered design pro' fie-'ssidria,18,1n,780 CMR Chapter 17,;as appli'cAbl'e,. I Have been present at intervals appropriate to the stage ofcon.strudion to become pnerally f4mifiar with the progress and quality of the work and to determine if the.work was performed in a manner.ponsistent with the construction do.c.urftent§„and this C6& Nothing in this 4ocument.re icvcs.the Contr ctor,of its responsibilityr�gardin the provisions of MR a, s C "167. 9 Enter irl"the space to the right a or. 1�OF 4(4 . electronic.signature and seal: M R. TE 0cc) E EC- Ri AL 0. Oil 101 .Phone Number: (508) 230r0260 Email:-111 laille be)-en crine6jug.con? Building'Offidal Use,Only "BuildihIg Official Name: Permit No.: Final Construction Control Doeument u To'be submitted at cotnpletan of construction by a ' Registered Design Professional for work per the 9"'Edition of the Massachusetts:State°'Building.Cod e, 780 CMP Section T07 Project Title: Bed Bath & Beyond-=Southw nd Plaza 'Date: December 9,2015 Permi't'No.:_ 'g201 S 1561 . Property Address: 990.1yannoui h Road.&G5 Independence Drive-H- iinis Massachusetts Project: Check:(x) Qne or Both as Applicable: [XI NOW Constr6atio.n [X] Existing Constrtiction Project Description:. Demolish.a portiowcv an existing building retail.area to create.-,an expanted Tenant Shell:space floor area 36,7989sf. Construction includes:iconerete foundation, CMU.bearingwall,.:steel frame, slab''on irade, Type 2B Cn"struction,sprinklered; l; Steven A Karon PE MA Registration Number. 34>89: Expiration Date:;Cl6/3(I'20M) am a,r•egr'sfered'design prvfessibned, and 1 have prepared or directlyaupervised the preparation of all design plan"s,computations and specifications concerning: [] Arch,itedwral. [] Structural [X] Meehanical []'Fire,Protection []-Electrical [] Other: (Describe, for the above named project. l,,or my designee, have performed the necessary prafessionai services and was present at the:: construction',site oia a regular and periodic basis.. ToAhe best of iny'knowledge, information,.and„belief the work proceeded in accordance with the requirzments;of 7WCMR andthe-design doctunents approved as part of the;Building; Permit and that I or my Designee:: 1. Have reviewed, for conformance;to this Code and tlte=design;°con lgpt,ahop drawings,samples,and other submittals by thd-..Contractor in accordance with the requirementsofthe construction documents; 2. 1-1ave performed the duties forregisteied design professionals rn 780 CMR;Chapter 17.,as—appI-'able: 3,. Have been present at intervals.appropriate.to.the�siage of construction to'beeomegenerally familiar with'the progress and quality of.the work and to determine if ttze.work was:performed in a manner consistent with the. construction documents and this Code: Nothing in this;documeni relieves:the.Contractor of its responsibility,regarding the-.provisions of 780 CvI-R 1.07. i Enter in the space to the right a ':wet"or M OF+igs electronic signature and,seal r*`a� s9� S7EVEN A, tiG �_ KApAN �m i MECHANICgC ' �,+ o�F ST rAC EK Phol e Number: C08)2'30.=0260 Email:skcuari her-err .irreG�rilr .corm E Ullding Official Use:Only. Building Official Name: Permit D.ate:. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2�l S Parcel p ly" ,,,�r`1 OF- i~A RRISTAIB'E Application # l Health Division _ € E ; ` Date Issued Conservation Division Application Fe zoo Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board ') Historic - OKH Preservation/ Hyannis — Project Street Address h eWIC bf�\)fe_ _ 6 11141 Village_ Prf'�nt S�?Y3L£ YV Owner 0C.Yf Re,?ptlu^ �Nbtmhu , �-,I—L Address 8CUN ct�, 5u 130n �Telephone Cet` Z�[ - —Lop A j,�` Permit Request ��� 14T`T-ka o - Ve V-La t G ►r a,\- v( lou t ii q raz,4 t e-y--F°xzt c.�� levi rk"^I -'kn�I i om c 6 �ae Square feet: 1 st floor: existing 2aI proposed 2nd floor:: etcisting proposed Total new '-,3% Zoning District B � Flood Plain e uY'�®�f&ndwater Overlay Project Valuation 4 1AT%4AiU-i Construction Type 2,0 Lot Size 1, 35f94-65r oe 31A /-kGrandfathered: ❑Yes 0No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure `L 1 Historic House: ❑Yes tA No On Old King's Highway: ❑Yes No Basement Type: ❑ Full ❑ Crawl LJ Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No I Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ I Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial 0 Yes ❑ No If yes, site plan review # Q'IJ9 17 Current Use Proposed Use _f 4.fN L L APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name l r Ch4l1/210 1`ela Telephone Number -i�01' Address 92q �/�� �� License # !V.!'��i,G y � �4&ZY e!5&1 Ty 94 Home Improvement Contractor# Email fet1_e14er �P_ I 41,e60,crsreder10 G ��®�/ ,� Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE i 1 i FOR OFFICIAL USE ONLY - APPLICATION# DATE ISSUED i MAP/PARCEL N0. j ADDRESS VILLAGE OWNER i DATE OF INSPECTION: - �, FOUNDATION i FRAME INSULATION R FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL , GAS: ROUGH FINAL FINAL BUILDING ' c ;7 DATE CLOSED OUT ASSOCIATION PLAN NO. APPLICANT INFORMATION (BUILDER OR HOMEOWNER) SW- 5-171326 Name ikot tW&aep t/e Telephone Number Address A,/Al-a -1 7-- License # Home Improvement Contractor# Email 1-�0Cdl4e-41 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION • Map 2cl S Parcel ly"X t=,w ".N °'jAw Application 04* Health Division Date Issued Conservation Division Application Fe 0_ 4 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address d e.0e 1n eWce bf�\)f e- Q 1194 f 5 VillageAfi�l v vim?R I eS L1_ Owner ®C Y� c.TF#11.•^ y Rn(�,l l 5 , 1-1-L Address Bva qX�ovx-ett'. 5 u�� 13m� T� A%k4 v� tT2 46( Telephone C2(`+" 2_L : �(2 Permit Request _ 7 C£ -T TW6 0 - Ve wc,3 I s sr a, \- of loo 4 kchPiq &!iAQ C'•-e-ce-t car-" e-i--03Ln V1Yk'► J 5 k:-S l 5i i�mGc'� v- 24-1 , 1 a 44 & `bra oryve�rX Square feet: 1 st floor: existing�a� proposed 2nd floor: eycisting proposed Total new - , plt� Zoning District i� � o Flood Plain e uVI- aOtrol,indwater Overlay Project Valuation I11TAAta-\ Construction Type Lot Size i, 3TTf;3_- '65F of 31A!L—AGrandfathered: ❑Yes kNo If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure.., 21 Historic House: ❑Yes X No On Old King's Highway: ❑Yes No Basement Type: ❑ Full ❑ Crawl . ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial X Yes ❑ No If yes, site plan review# 0'�,q-/ Current Use Proposed Use &4�w L APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name a ° ��� Telephone Number (0)7 (o - 49 Address 61.0 � .nil �'e� Licen # % QTHISRO Impr vement Contractor Email &VYk�., R- � er's Comp nsation # ALL CONSTRUCTIO D BRIS RESUL ING F OM CT WILL BE KEN T SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED ` MAP/PARCELNO. ADDRESS VILLAGE r OWNER I DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL M FINAL BUILDING ,3 ti. DATE CLOSED OUT ASSOCIATION PLAN NO. f1 Page 1 of 1 Shea, Sally From: Deputy Dean Melanson fdmelanson@hyannisfire.org] Sent: Friday, June 05, 2015 2:01 PM To: Franey, Patrick; Perry, Torn; Lt. John Cosmo; Shea, Sally; Norman Sylvester; Barrows, Debi Subject: Bed Bath & Beyond 65 Independence park We have had sufficient discussions and review to approve a building permit application. Deputy Chief Dean L. Melanson Hyannis Fire Department 95 High School Road Extension Hyannis MA 02601 508-775-1300 Fax 508-778-6448 6/5/2015 n,U�u;-1- ���~ Ili - April 22, 2015 Mr.Thomas Perry Barnstable Building Commissioner - � - 200 Main Street Hyannis, MA 02601 RE: Building Permit Application-Bed Bath& Beyond Shell R. Southwind Plaza-Hyannis; MA Dear Mr. Perry: . . ° ....... ....... ....... On behalf of OCW Retail-Hyannis, LLC (Owner),:please accept the attached Building Permit Application and related materials for the Bed Bath & Beyond,:Southwind Plaza;.Hyannis,:MA project. :The Owner hereby submits this application in order to get the building permit review underway,as we have not yet hired a General Contractor. We are currently out to bid. Once a General Contractor is hired, the Building Permit will be transferred into :their name and they will provide the necessary Workers: Compensation Insurance information. We appreciate your assistance with this application. Please do not hesitate to contact Kelli Burke,Vice President, Development Services(direct dial: 617-896-4947) - Very Truly Yours, OCW Retail Hyannis, LLC by: OCW New England Retail 1Holdings, LLC - - - Manager by: TALEngland LC a b . Manager DJ M/Ic Attachment{s) cc: Kelli Burke—The Wilder Companies ate. Mass. Corporations, external master page Page 1 of 2 v' William is Galvin tie L Secretary oftheCommonwealth ofMassachusettsV -fir'}Y�O iqi Corporations Division Business Entity Summary ID Number: 043173539 [Request certificate I New search Summary for: DMR CONSTRUCTION, INC. The exact name of the Domestic Profit Corporation: DMR CONSTRUCTION, INC. Entity type: Domestic Profit Corporation Identification Number: 043173539 Old ID Number: 000413463 Date of Organization in Massachusetts: 01-01-1993 Last date certain: Current Fiscal Month/Day: 12/31 Previous Fiscal Month/Day: 00/00 The location of the Principal Office: Address: 229 MAIN STREET l City or town, State, Zip code, NORTH EASTON, MA 02356 USA Country: The name and address of the Registered Agent: Name: RICHARD COHEN Address: 229 MAIN STREET City or town, State, Zip code, NORTH EASTON, MA 02356 USA Country: The Officers and Directors of the Corporation: Title Individuai Name Address PRESIDENT RICHARD COHEN 11 WESTFIELD AVE., BROCKTON, MA 02401 USA TREASURER RICHARD COHEN 11 WESTFIELD AVE., BROCKTON, MA 02401 USA SECRETARY MARILYN E. COHEN 11 WESTFIELD DRIVE BROCKTON, MA 02301 USA VICE PRESIDENT DAVID H COHEN 7 FULLER DRIVE NORTON, MA 02766 USA DIRECTOR RICHARD COHEN 11 WESTFIELD AVE., BROCKTON, MA 02401 USA Business entity stock is publicly traded: r http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=043173 539&... 6/10/2015 Mass. Corporations, external master page Page 2 of 2 The total number of shares and the par value, if any, of each class of stock which this business entity is authorized to issue: Total Authorized Total issued and outstanding Class of Stock Par value per share No. of shares Total par No.of shares value CNP $ 0.00 200,000 $ 0.00 100 Ij r Confidential r Merger 0- Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGSs Administrative Dissolution Annual Report Application For Revival Articles of Amendment View filings Comments or notes associated with this business entity: ti it= 1 New search http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=043173 539&... 6/10/2015 ws was WE OEM m9mm 44 t • S� ZE April 22, 2015 ;, CD Mr. Thomas Perry 4»` Barnstable Building Commissioner —� 200 Main Street _. Hyannis, MA 02601 RE: Building Permit Application—Bed Bath & Beyond Shell Southwind Plaza_Hyannis, MA Dear Mr. Perry: On behalf of OCW Retail-Hyannis, LLC (Owner), please accept the attached Building Permit Application and related materials for the Bed Bath .& Beyond, Southwind Plaza, Hyannis, MA project. The Owner hereby submits this application in order to get the building permit review underway, as we have not yet hired a General Contractor. We are currently out'to bid. Once a General Contractor is hired, the Building Permit will be transferred into their name and they will provide the necessary Workers Compensation Insurance information. We appreciate your assistance with this application. Please do not hesitate to contact Kelli Burke, Vice President, Development Services(direct dial: 617-896-49471. Very Truly Yours, OCW Retail - Hyannis, LLC by: OCW New England Retail Holdings, LLC Manager by: TAD Ne England LLC ana b • a Manager DJM/Ic Attachment(s) cc: Kelli Burke—The Wilder Companies 811 Boylston Street I Suite 1300 1 Boston, ' 02199 PHONE II 1 FAx 617.247.4044 r . Generated by COMcheck-Web Software Envelope Compliance Certificate 2012 IECC Section 1: Project Information Project Type:Addition Project Title:Southwind Plaza:Bed Bath and Beyond Construction Site: Owner/Agent: Designer/Contractor: 65 Independence Drive Kelli Burke Howell Gordy Hyannis,Massachusetts The Wilder Companies Allevato Architects,Inca 800 Boylston.Street,Suite 1300 31 Hayward Street Boston,Massachusetts 02199 Franklin,Massachusetts 02038 617-247-9200 508-528-0770 Section 2: General Information Building Location(for weather data): Hyannis,Massachusetts Climate Zone: 5a Building Space Conditioning Type(s): Nonresidential Vertical Glazing/Wall Area Pct.: 6% Building Type Floor Area Retail 36789 Section 3: Envelope Assemblies Climate-Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factor(a) Perimeter y; r:. Roof:Insulation Entirely Above Deck 36789 -- 25.0 0.039 0:039 Ext.Wall-side:Concrete Block,8in.,Partially Grouted,Cells 874 13.0 7.5 0.067 0.078 Empty,Normal Density,Furring:Metal Door:Insulated Metal,Non-Swinging 68 -- --- 0.130 0.130 Ext.Wall-rear:Concrete Block,12in.,Partially Grouted,Cells 6645 13.0 7.5 0.066 0.078 Empty,Normal Density,Furring:Metal Door:Insulated Metal,Swinging 58 --- --- 0.370 0.370 Ext.Wall-front/stone:Steel-Framed,16in.o.c. 7600 21.0 7.5 0.059 0.064 Window:,Perf.Type:Other testing/cert.Product ID:nfrc,SHGC 436 --- 0.360 0.380 0.35,PF 0.75(b) Door:,Perf.Type:Other testing/cert.Product ID:nfrc,SHGC 0.25, 93 - --- 0.670 0.770 PF 0.75(b) Window:,Perf.Type:Other testing/cert.Product ID:nfrc,SHGC 196 --- --- 0.360 0.380 0.35,PF 0.25(b) Window:,Perf.Type:Other testing/cert.Product ID:nfrc,SHGC 86 --- -- 0.360 0.380 0.35,PF 0.18(b) .. Door:,Perf.Type:Other testing/cert.Product ID:nfrc,SHGC 0.25, 42 --- --- 0.670 0.770 PF 0.18(b) Floor:Unheated Slab-On-Grade,Vertical 2 ft. & 6 - 10.0 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Fenestrations product performance must be certfied in accordance with NFRC and requires supporting documentation. Project Title: Southwind Plaza: Bed Bath and Beyond Report date:01/09/15 Data filename: Page 1 of 2 Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2012 IECC requirements in COMcheck-Web and to comply with the mandatory requirements in the Requi ents Checklist. Howell A.Gordy-Senior Project Mananger LlM/J— Name-Title ature Date 'CEREQ A� 5 � 0 No.8241 D, N CAMBRtPGE -< F- MASSACHUSETT 1 T�1 OF M r Project Title: Southwind Plaza: Bed Bath and Beyond Report date:01/09/15 Data filename: Page 2 of 2 NfCOMcheck Software Version 4.9.3 j Inspection Checklist Energy Code: 2012 IECC Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 1 High Impact(Tier 1) ", Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Southwind Plaza: Bed Bath and Beyond Report date: 01/09/1 Data Page 1 of 7 3 2012 IECC Plan Review - ,, Gomrnerlts/As§;ump too ns C103.2 Plans and/or specifications provide all ;❑Compliesµ ;Requirement will be met. [PR1]1 information with which compliance ❑Does Not ;can be determined for the building ❑Not Observable! envelope and document where exceptions to the standard are ❑Not Applicable E claimed, ; i C406 Plans,specifications, and/or ❑Complies ;Requirement will be met. [PR9]1 :calculations provide all information ❑Does Not ,with which compliance can be determined for the additional energy ![:]Not Observable; efficiency package options. ❑Not Applicable C402.3.1 '.Vertical fenestration area <= 30 ❑Complies ;Requirement will be met. [PR10]1 ;percent of the gross above-grade,wall j❑Does Not area. ❑Not Observable: ❑Not Applicable C402.3.1 ;Skylight area <= 3 percent of the ❑Complies ;Requirement will be met. [PR11]1 ;gross roof area. ❑Does Not ❑Not Observable; ❑Not Applicable C402.3.2 In enclosed spaces> 10,000 ft2 ❑Complies ;Exception: Requirement does not apply. [PR14]1 ;directly under a roof with ceiling. ❑Does Not ;heights>15 ft.and used as an office, ❑Not Observable F lobby, atrium, concourse,corridor; storage,gymnasium/exercise center, ❑Not Applicable ; i ,convention center,automotive service, manufacturing, non- refrigerated warehouse, retail store, ; ?distribution/sorting area, transportation,or workshop,the Ifollowing requirements apply: (a)the : a daylight zone under skylights is>_ :;half the floor area; (b)the skylight area to daylight zone is>= 3 percent ;with a skylight VT>= 0.40; or a minimum skylight effective aperture >= 1 percent. C402.3.2. ;Areas with obstructions that.block i❑Complies ;Exception: Skylights designed to exclude direct sunlight 2 direct beam sunlight on >=1i2 of the '❑Does Not entering the occupied space by the use of fixed or automated [PR15]1 roof over the enclosed area for more ❑Not Observable baffles. Ethan 1,500 daytime hours per year between 8 am and 4 pm. ❑Not.Applicable Additional Comments/Assumptions: I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Southwind Plaza: Bed Bath and Beyond Report date: 01/09/1 Data Page 2 of 7 Wl[", Section ieoi � �iy� fhro w .` �., Footing/Foundation � Plans V�rifred �„ eld=Verrfied �Comp]ies CommentslAsumptions # rP 7 i Re ID inspe4tion �< Value i bWalue �„q C402.2.6. Slab edge insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies [FO3]z s ❑ Unheated ;❑ Unheated ;❑Does Not table for values. ❑ Heated ❑ Heated j❑Not Observable j❑Not Applicable 12303.2 )Slab edge insulation installed per �'� ❑Complies ;Requirement will be met. [FO4]2 manufacturer's instructions. 1 ❑Does Not ❑Not Observable ❑NotApplicable C402.2:6 ;Slab edge insulation ft ; ft ;❑Complies ;See the Envelope Assemblies '[FO5]2 _;depth/length. Slab insulation ; UDoes Not ;table for values. ;extending away from building is covered by pavement or>= 10 ;❑Not Observable ; inches of soil. ;❑Not Applicable j C403.2.7, Exterior insulation.protected r #--,Wk ❑Complies ;Requirement will be met. C408.2.8, against damage; sunlight, ❑Does Not ; C404.5 moisture, wind, landscaping and ., i i a ` 'v,[-]Not Observable ; [FO6] 'equipment maintenance •. activities. ❑Not Applicable ; C402.2.8 Bottom surface of floor structures ❑Complies 'Exception: Requirement [FO12]3 incorporating radiant heating ❑Does Not does.not apply. insulated to >=R-3.5. ❑Not Observable ; ,See the:Envelope Assemblies ❑Not Applicable ;table for values. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Southwind Plaza: Bed Bath and Beyond Report date: 01/09/1 Data Page 3 of 7 Section Plans Verified Field Verified Framing/Rough-In Inspection Complies? Comments/Assumptions Re .!D ' =Value Value v :4, C402.4.1, ,The building envelope contains a _ k ❑Complies ;Requirement will be met. C402.4.2 ;continuous air barrier that is `" ar° ��°�"�'� ; - ❑Does Not o [FR16]1 ;sealed in an approved manner e ,,and either constructed or tested ' `°°" ❑Not-Observable ' s aaM�r 4rnG y �a�Ma y�m'�Nbu��H�emo n n r>>M ��mcnnx��P��H� t. '�❑Not Applicable in an approved manner.Air PP barrier penetrations are sealed in an approved manner. C402.4.3, Factory-built fenestration and ❑Complies ,Requirement will be met. C402.4.4 doors are labeled as meeting air . , ;. ❑Does Not [FR18]3 leakage requirements. x ❑Not Observable Via; PP t ❑Not Applicable s C402,4J Vestibules are installed on all � � ❑Complies - Requirement will be met. [FR17)3 building entrances. Doors have W�' '� ��' ❑Does Not self-closing devices. ' - ❑Not Observable ; ❑Not Applicable C402.3.3, ;Vertical fenestration U-Factor. U- U- ;❑Complies ;See the Envelope assemblies C402.3.4 ;❑Does Not table for values. [FR8]1 ; ;❑Not Observable ' ❑Not Applicable. 1 C402.3.3 Vertical fenestration SHGC value. ': SHGC: SHGC: ;❑Complies ;See the Envelope Assemblies ;❑D 1 ;table for values. oes Not (FR10] ❑Not Observable ; ;,[]Not Applicable C303.13 s Fenestration products rated in ❑Complies ;Requirement will be met. [FR12]2 !accordance with NFRC. �� v ❑Does Not ; ❑Not Observable Q � ❑Not Applicable a a lad 5a � i C303.1.3 Fenestration products are w�„ ❑Complies ;Requirement will met. P �,y _ ❑Does Not [FR13]1 icertified as to erformance labels or certificates provided. ❑Not Observable_ ; ' ❑Not Applicable C402.2.7; U-factor of opaque doors U- U- ;❑Complies ;See the Envelope Assemblies [FR14]2 <�associated with the building i❑ Swinging ;El Swinging ❑Does Not ,table for values. (thermal envelope meets ❑ Nonswinging ❑ Nonswinging f requirements. U Not Observable , j ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2,;'Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Southwind Plaza: Bed Bath and Beyond Report date: 01/09/1 Data Page 4 of 7 2012 IECC Mechanical Rough-In Inspection Comphes� Comments/Assumptions C402.4.5. Stair and elevator shaft vents have ;❑Complies :Exception: Requirement does not apply. 1 motorized dampers that automatically !❑Does Not [ME3]3 close. ❑Not Observable; i❑Not Applicable C402.4.5. Outdoor air and exhaust systems have ❑Complies ;Requirement will be met. 2 motorized dampers that automatically j❑Does Not [ME58]3 shut when not in use and meet maximum leakage rates.Check E❑Not Observable; gravity dampers where allowed. ;❑Not Applicable j Additional Comments/Assumptions: 1 High Impact(Tier 1) 1.2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Southwind Plaza: Bed Bath and Beyond Report date: 01/09/1 Data Page 5 of 7 J Section`' , Plans Verified OwalVerifieci # Insulation Inspection Value Value Complies Comments/Assumptions C402.4.1. All sources of air leakage in the i °' f ❑Complies :Requirement will be met.s 1 building thermal envelope are ❑Does Not [IN1]1 ;sealed,caulked, gasketed, X% weather stripped or wrapped with �ti�a���m �u� ,����°� � � ❑Not Observable �. moisture vapor-permeable ❑Not Applicable :wrapping material to minimize air y :leakage. C402.4.2. Roof R-value. For some ceiling R- R- ;❑Complies ;See the Envelope Assemblies 1 systems,verification may need to Above deck ;table for values. [IN2]i occur during Framing Inspection. ❑ ❑ Above deck :ODoes Not ❑ Metal ;❑ Metal ;❑Not Observable Attic ❑ Attic ❑Not Applicable j C303.2 ;Roof insulation installed per � � �.�. ❑Complies Requirement will be met. [IN3]1 manufacturer's instructions. El Does Not Blown or poured loose-fill ;insulation is installed only where a M�� a ;< ❑Not Observable ; ;the roof slope is<=3 in 12. = �I ❑Not Applicable C303.2 Above-grade wall insulation 301; (❑Complies ;Requirement will be met. [IN7]1 installed per manufacturer's „ ; �ti �, []Does Not instructions. ❑Not Observable ❑NotApplicable C402.25 `Floor insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies [IN8]2 ? ;ElMass ❑ Mass ❑Does Not ;table for values. Steel ;❑ Steel ❑Not Observable ; ❑ Wood ❑ Wood ❑Not Applicable C303.1 kBuilding envelope insulation is � ❑Complies ;Requirement will be met. [IN10]2 ]labeled with R-value or insulation ��f ❑Does Not F -certificate providing R-value and ' ' other relevant data. -]Not Observable ; -1 � ❑Not Applicable_ l M C303.2.1 J Exterior insulation is protected ❑Complies: :Requirement will be met. [IN14]z ]from damage with a protective ❑Does Not material.Verification for exposed a°� � em ❑ a foundation insulation may need Al s � , Not Observable Ito occur during Foundation ❑Not Applicable Inspection. C402.2.1 Insulation intended to meet the ❑Complies ;Requirement will be met. [IN17]3 roof insulation requirements `❑ cannot be installed on top of a �h �r��aha����a4 Does Not suspended ceiling. Mark this `` ❑Not Observable ; requirement compliant if ❑Not Applicable i�y r si ZeF+a�im�. insulation is installed accordingly ` Nr. se�` Additional Comments/Assumptions: 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Southwind Plaza: Bed Bath and Beyond Report date: 01/09/1 Data Page 6 of 7 20121�CC - Final Inspection U Complies. Comments/Assumptions C402.4.6 ;Weatherseals installed on all loading ❑Complies Requirement will be met. [FI37]1 'idock cargo doors. ❑Does Not ❑Not Observable' ❑Not Applicable i C402.4.8 Recessed luminaires in thermal ❑Complies ;Requirement will be met. [FI26]3 envelope to limit infiltration and be IC ❑Does Not rated and labeled.Seal between interior finish and luminaire housing. ❑Not Observable; ❑Not Applicable j C406 :Efficient HVAC performance,efficient ❑Complies ;Requirement will be met. [FI34]1 !lighting system,or on-site supply of ❑Does Not ;renewable energy consistent with what is shown the approved plans. [-]Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 7' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Southwind Plaza: Bed Bath and Beyond Report 01/09/15 Data Page 7 of 7 f Page 1 of 8 Boston Association of Structural Engineers Quality Assurance For compliance with the 8`h Edition of the Massachusetts State Building Code Project: Bed Bath&Beyond—Southwind Plaza Location: 65 Independence Drive—Hyannis,MA Owner: Wilder Owner's Address: 800 Boylston Street-Boston,MA 02199 Architect of Record: Allevato Architects, Inc Responsible Design Professional(RDP): Veitas&Veitas Engineers,Inc. This program of structural tests and inspections is submitted as a condition for issuance of the building permit in accordance with 780 CMR 1700.0 of the 8`h edition of the Massachusetts State Building Code. The following firms,agencies,or individuals(hereinafter referred to collectively as agents)will perform the tests and inspections under the direction of the RDP: Agents Firm Address/Phone# 1. Structural Engineer of Record Veitas&Veitas Engineers,Inc. 639 Granite Street Braintree,MA 02184 781 843-2863 2. Agent-Soils TBD 3. Agent-Concrete Cylinder Testing TBD &Masonry Inspection 4. Agent—Structural Steel&Weld TBD Testing 5. Agent—Spray Fire Resistive TBD Materials 6. Architect Allevato Architects,Inc 31 Hayward Street Franklin,MA 02038 (508)528-0770 The numbers will be used on the attached pages to identify which agent is performing the particular tests or inspections. f Page 2 of 8 The following categories of structural tests and inspections,if checked,are included in the program for structural tests and inspections for this project.The specific tests and inspections required for each checked category are listed on the page noted opposite the category. CategorX Page Category Page 0 Steel Construction 3 0 Controlled structural fill (prepared fill) 7 0 Cast-in-place concrete construction 4-5 ❑ Pile foundations ❑ Precast concrete ❑ Pier foundations construction ❑ Curtain Walls(wall panels El Masonry construction 6 and veneers) 13 Wood construction ❑ Light gage metal framing 8 El In-situ bearing strata for ❑ Spray Fireproofing footings 7 The following items of construction,if checked, are specified in the structural plans or specifications on a performance basis. Their structural design will be reviewed by the SER and their construction is included in the program for tests and inspections on the attached sheets: Curtain Walls ❑ Metal Buildings ❑ Precast concrete components Light gage metal framing ❑ Post-tensioning steel ❑ 0 Structural steel connections The following items are excluded from this program of structural tests and inspections, since they are designed by other structural engineers not under the aegis of the SER and the SER was not retained to provide performance specifications for their design. These other structural engineers must be assigned by the owner, architect, or construction contractor,as applicable,to be special SER's for their respective designs and to provide a program of structural tests and inspections for their respective designs. Prepared by the Structural Engineer of Record: PVjN OF 4148 Name: Jack A. Wood,P.E. Please type or print JACK A.� � N WOOD STRUCTURAL Signatur vL No.33752 o � Firm eitas&Veitas Engineers,Inc. 9��F3 z S/01VAL - Date: '7' f 67— Regis`ra`t on Seal Page 3 of 8 Schedule of Structural Tests and Inspections Steel Construction Item Agent Scope(Frequency determined by responsible RDP) Inspection Frequency 1. Steel 1 Review Contractor's field quality control procedures. Review frequency N/A Construction and scope of field testing and inspections. QC Review 2. Fabricator 1 Review each Fabricator's quality control procedures. N/A Certification/ Quality Control Procedures. 3. Fabricator 1 Inspect in-plant fabrication,or review Fabricator's approved Independent N/A Inspection. Inspection Agency's reports. (1705.4.2 and R1705.4.2) 4. Materials 1 Review materials certifications for conformance to the specifications. N/A 5. Anchor Rods 1,4 Review Contractor's as-built survey. Verify that all anchor rods have Periodic been properly torqued and have adequate fit-up. 6. Bolting 4 Test and inspect bolted connections in accordance with specifications. Periodic Verify bolt size and grade. 7. Welding. 1,4 Check welder qualifications. Visually inspect fillet welds and test full- Periodic penetration field welds in accordance with specifications. 8. Shear N/A Inspect for size and placement. Test for proper weld attachment. Connectors. 9. Structural 4 Inspect for size,grade of steel,camber,installation and connection details. Periodic framing, Check against approved construction documents and shop drawings. Details and Assemblies. 10. Open Web 4 Inspect for size,placement,bridging,bearing and connection to structure. Periodic Steel Joists Visually inspect all welds of a minimum of 5%of the joists,randomly selected. Page 4 of 8 11. Expansion and 1,4 Review installation procedures for both mechanical anchors and adhesive Periodic Adhesive anchors. Verify that materials are suitable for job conditions. Anchors 12. Metal 4 Verify gage,width,and type. Inspect placement,laps,welds,sidelap Periodic Decking. attachment and screws or other mechanical.fasteners. Check welder qualifications. 13. Field 4 Review Documentation of responsible RDP approved repair and verify Periodic Correction of completion of repairs. Fabricated Items 14. Cast-in-Place Concrete Construction Item Agent Scope ;Frequency determined by responsible RDP) Inspection Frequency 1. Cast-in-place 1 Review Contractor's field quality control procedures. Review frequency N/A Concrete and scope of field testing and inspections. Construction QC Review 2. Mix Design. 1 Review mix designs prior to placement. Verify Use of required mix N/A design. 3. Materials 1 Review material certifications for conformance to specifications. N/A 4. Batching Plant 1,3 Review Plant quality control procedures and batching and mixing N/A methods. 5. Reinforcement 3 Inspect reinforcing for size,quantity,condition and placement. Verify Periodic Installation adequate cover per specifications. 6. Anchor Rods 3 Inspect anchor rods prior to and during placement of concrete. Periodic 7. Post- N/A Inspect tensioning and anchorage of tendons. Inspect grouting of bonded Tensioning tendons. Verify concrete strength prior to stressing of tendons and Operations removzl of shores and forms from beams and structural slabs. Page 5 of 8 8. 780 CMR 3 Inspect form sizes for proper sizes of concrete members. Periodic Formwork 9. Concrete 1,3 Observe concrete placement operations. Verify conformance to Periodic P P fY Placement and specifications including cold-weather and hot-weather placement Sampling Fresh procedures. Perform slump,density and air content tests at point of Concrete discharge. 10. Evaluation of 1,3 Test and evaluate in accordance with the specifications. Periodic Concrete Strength 11. Curing and 3 Observe procedures for conformance to the specifications. Periodic Protection 12. Welding N/A Verify weldability of reinforcing steel other than ASTM A706 - Reinforcing Steel 13. Mechanical N/A Verify Proper embedment,joint fit-up and tightness of mechanical parts. Reinforcing Splices 14. Shotcrete N/A Inspection of shotcrete placement for proper application techniques. 15. Other I _ i Page 6 of 8 Schedule of Structural Tests and Inspections Masonry Construction Item Agent Scope(Frequency determined by responsible RDP) Inspection Frequency 1. Material 1 Review Contractor's field quality control procedures. Certification QC Review 2. Materials 1 Review material certifications for conformance to specifications. 3. Evaluation of 1,3 Verify strength in accordance with the specifications. Masonry Strength(fm=) 4. Proportioning, 3 Inspect field-mixing procedures for conformance to the specifications. Mixing and Consistency of Mortar and Grout 5. Installation of 3 Inspect placement for conformance to the specifications. Verify cleanout Masonry hole locations(high lift grouting). Verify the installation of bond beams and special shapes. 6. Reinforcement 3 Inspect reinforcing steel for size,quantity,condition and placement for Installation conformance to responsible RDP approved submittals and Contract Documents. Inspect welding of reinforcement and review welder's certifications. Inspect mechanical splices. 7. Grouting 3 Inspect grouting procedures for conformance with the specifications. Operations Inspect cells prior to grouting. Assure observation holes have been installed prior to high lift grouting. 8. Weather 3 Inspect protection for cold and hot weather for conformance with the Protection specifications. 9. Anchorage 3 Inspect anchorage of masonry to other construction for conformance to the Contract Documents. 10. Other Page 7 of 8 Schedule of Structural Tests and Inspections In-Situ Bearing Strata for Footings Item Agent Scope(Frequency determined by responsible RDP) Inspection Frequency 1. Bearing Strata 2 Review Contractor's field quality control procedures. N/A QC Review 2. General 2 Inspect strata for conformance to the structural drawings,specifications, Continuous Excavation and/or geotechnical report. Ensure that excavation is to proper depth or material. Ensure that exaction is controlled and contains no unsuitable materials. 3. Bearing Surfaces 2 Inspect bearing surfaces for conformance to the requirements of the Continous of Footings structural drawings,specifications,and/or geotechnical report. Controlled Structural Fill(Prepared Fill Item Agent Scope(Frequency determined by responsible RDP) Inspection Frequency 1. Controlled 2 Review contractor's field quality control procedures. N/A Structural Fill QC Review 2. Fill Material 2 Test material for conformance to specifications or geotechnical report. Periodic Perform laboratory compaction tests in accordance with the specifications to determine optimum water content and maximum dry density. 3. Installation of 2 Provide full-time inspection of the installation,in accordance with the Continuous controlled specifications. structural fill 4. Density of fill 2 Perform field density tests of the in-place fill in accordance with the Continuous specifications. 5. Other Page 8 of 8 Schedule of Structural Tests and Inspections Light Gauge Metal Framing Item Agent Scope(Frequency determined by responsible RDP) Inspection Frequency 1. Light Gauge 1 Review of Contractor's field quality control procedures. Review scope N/A Metal Framing of testing and inspections. QC Review 2. Fabricator's 1 Review fabricator's quality control procedures. N/A Quality Control Procedures 3. Material 1,4 Review for conformance to contract documents. N/A Certification. 4. Fabrication 4 Inspect in-plant fabrication or on-site fabrication. N/A Inspection. 5. Installation. 4 Verify that type,size,quantity,location,details,and connections of Periodic framing members conform to responsible RDP approved submittals,and the contract documents.. 6. Welding. 4 Check welders'qualifications.Verify that welding conforms to AWS Periodic specifications,responsible RDP approved submittals,and the contract documents.Visually inspect welds. 7. Other Fasteners. 4 Verify fastener type and installation procedures.Verify that fasteners Periodic conform to responsible RDP approved submittals and the contract documents.Verify that fasteners are installed tight. 8. Field Correction 4 Verify fastener type and installation procedures. Verify that fasteners Periodic of Fabricated conform to responsible RDP approved submittals and the contract Items documents. Verify that fasteners are installed tight. 9. Other f _ _ _ Fire Protection by Computer Design BER ENGINEERING, INC. 66 MAIN STREET NORTH EASTON, MA 02356 508 230-0260 Job Name Bed Bath& Beyond- Hyannis MA Building Location System Contract Data File Sales Floor test.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) BER ENGINEERING, INC. Page 1 Bed Bath& Beyond- Hyannis MA Date 01-21-15 City Water Supply: C1 -Static Pressure 64 C2- Residual Pressure: 56 C2- Residual Flow 964 150 D1 - Elevation 12.560 140 D2-System Flow 1086.96 D2-System Pressure 37.310 130 Hose (Adj City) Hose ( Demand) 500 P 120 D3-System Demand 1586.96 Safety Margin 6.572 R 110 E 100 S 90 II S 80 U 70 R 60 E 50 40 30 D3 20 10 13, 200 400 600 800 1000 1200 1400 1600 1800 FLOW N" 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary BER ENGINEERING, INC. Page 2 Bed Bath& Beyond- Hyannis MA bate 01-21-15 Fitting Legend Abbrev. Name '/2 4 1 < 1'/2 2 2'/2 3 3'/2 4 .5 6 8 10 12 14 16 18 20 24 A Generic Alarm Valve 0 0 0 0 0 0 7.7 21.5 0 17 17 27 29 0 0 0 0 0 0 0 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 T 90'Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / FIoW Summary.- STANDARD BER ENGINEERING, INC. Page 3 Bed Bath&Beyond- Hyannis MA Date 01-21-15 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. HEADS 0.0 18.9 na 101 24.0 16.8 8.63 na 49.34 .49 100 8.5 102 24.0 16.8 8.53 na 49.07 .49 100 8.5 103 24.0 16.8 8.51 na 49.0 .49 100 8.5 104 24.0 16.8 8.51 na 49.0 .49 100 8.5 105 24.0 16.8 8.53 na 49.08 .49 100 8.5 106 24.0 16.8 8.63 na -49.36 .49 100 8.5 107 24.0 16.8 8.63 na 49.36 .49 100 8.5 108 24.0 16.8 8.54 na 49.09 .49 100 8.5 109 24.0 16.8 8.51 na 49.02 .49 100 8.5 110 24.0 16.8 8.51 na 49.02 .49 100 8.5 111 24.0 16.8 8.54 na 49.09 .49 100 8.5 112 24.0. 16.8 8.64 na 49.38 .49 100 8.5 113 24.0 16.8 8.65 na 49.42 .49 100 8.5 114 24.0 16.8 8.56 na 49.14 .49 100 8.5 115 24.0 16.8 8.53 na 49.07 .49 100 8.5 116 24.0 16.8 8.53 na 49.07 .49 100 8.5 117 24.0 16.8 8.56 na 49.15 .49 100 8.5 118 24.0 16.8 8.66 na 49.43 .49 100 8.5 119 24.0 16.8 9.01 na 50.43 .49 100 8.5 120 24.0 16.8 9.05 na 50.54 .49 100 8.5 121 24.0 16.8 9.01 na 50.43 .49 100 8.5 122 24.0 16.8 9.03 -na 50.48 .49 100 8.5 MAINS 0.0 18.9 na TOR 24.0 16.41 na M1 24.0 15.91 na M2 24.0 15.27 na M3 24.0 15.13 na M4 24.0 15.0 na - M5 24.0 _ 14.88 na M6 24.0 14.76 na M7 24.0 14.63 na M8 24.0 ' 14.5 na M9 24.0 14.38 na M10 24.0 14.27 na M11 24.0 14.16 na M12 24.0 14.06 na M13 24.0 13.97 na M14 24.0 13.87 na M15 24.0 13.78 na M16 24.0 13.69 na M17 24.0 13.6 na M18 24.0 13.51 na M19 24.0 13.42 na M20 24.0 13.36 na M21 24.0 13.33 na M23 24.0 13.3 na M24 24.0 13.31 na M25 24.0 13.34 na M26 24.0 13.4 na M27 24.0 13.5 na M28 24.0 13.59. na M29 24.0 13.68 na M30 24.0 13.77 na M31 24.0 13.86 na M32 24.0 13.95 na M33 24.0 14.03 na M34 24.0 14.11 na M35 24.0 14.19 na M36 24.0 14.26 na M37 24.0 14.32 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard BER ENGINEERING, INC. Page 4 Bed Bath &Beyond-Hyannis MA Date 01-21-15 Node- Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. M38 24.0 14.72 na M39 24.0 14.79 na M40 24.0 14.85 na M41 24.0 14.91 na M42 24.0 14.97 na M43 24.0 15.02, na M44 24.0 15.06 na M45 24.0 15.09 na M46 24.0 15.11 na M47 24.0 15.13 na M48 24.0 15.13 na M50 24.0 15.81 na M51 24.0 15.82 na M52 24.0 15.82 na M53 24.0 15.83 na M54 24.0 15.85 na M55 24.0 15.88 na BRANCHES 0.0 18.9 na M49 24.0 15.13 na 1 24.0 12.71 na 2 24.0 12.68 na B19 24.0 12.68 na B20 24.0 12.74 na B18 24.0 12.2 na B17 24.0 12.06 na B16 24.0 12.02 na B15 24.0 12.02 na B14 24.0 12.06 na r B13 24.0 12.19 na B12 24.0 12.17 na B11 24.0 12.04 na B10 24.0 12.0 na B9 24.0 12.0 na B8 24.0 12.03 na B7 24.0 12.16 na B6 24.0 12.16 na B5 24.0 12.03 na B4 24.0 11.99 na B3 24.0 11.99 na B2 24.0 12.02 na B1 24.0 12.16 na SERVICE 0.0 18.9 na BOR 0.0 29.17 na SE 3.0 32.93 na TEST -5.0 37.31 na 500.0 The maximum velocity is 18.76 and it occurs in the pipe between nodes 120 and B20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard BER ENGINEERING,INC. Page 5 Bed Bath& Beyond- Hyannis MA Date - 01-21-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 101 49.34 1.049 1 T 5.0 0.100 8.627 K Factor= 16.80 to 120 0.0 5.000 0.0 B1 49.34 0.6918 0.0 5.100 3.528 Vel= 18.32 0.0 49.34 12.155 K Factor= 14.15 102 49.07 1.049 1 T 5.0 0.100 8.533 K Factor= 16.80 to 120 0.0 5.000 0.0 B2 49.07 0.6847 - 0.0 5.100 3.492 Vel = 18.22 0.0 49.07 12.025 K Factor= 14.15 103 49.00 1.049 1 T 5.0 0.100 8.507 K Factor= 16.80 to 120 0.0 5.000 0.0 B3 49.0 0.6829 0.0 5.100 3.483 Vel = 18.19 0.0 49.00 11.990 K Factor= 14.15 104 49.00 1.049 1 T 5.0 0.100 8.507 K Factor= 16.80 to 120 0.0 5.000 0.0 B4 49.0 0.6829 0.0 5.100 3.483 Vel = 18.19 0.0 49.00 11.990 K Factor= 14.15 105 49.08 1.049 1 T 5.0 0.100 8.535 K Factor= 16.80 to 120 0.0 5.000 0.0 B5 49.08 0.6849 0.0 5.100 3.493 Vel = 18.22 0.0 49.08 12.028 K Factor= 14.15 106 49.36 1.049 1 T 5.0 0.100 8.632 K Factor= 16.80 to 120 0.0 5.000 0.0 B6 49.36 0.6922 0.0 5.100 3.530 Vel= 18.32 0.0 49.36 12.162 K Factor= 14.15 107 49.36 1.049 1 T 5.0 0.100 8.632 K Factor= 16.80 to 120 0.0 5.000 0.0 B7 49.36 0.6922 0.0 5.100 3.530 Vel = 18.32. 0.0 49.36 12.162 K Factor= 14.15 108 49.09 1.049 1 T 5.0 0.100 8.538 K Factor= 16.80 to 120 0.0 5.000 0.0 B8 49.09 0.6851 0.0 5.100 3.494 Vel = 18.22 0.0 49.09 12.032 K Factor= 14.15 109 49.02 1.049 1 T 5.0 0.100 8.512 K Factor= 16.80 to .120 0.0 5.000 0.0 B9 49.02 0.6833 0.0 5.100 3.485 Vel = 18.20 0.0 49.02 11.997 K Factor= 14.15 110 49.02 1.049 1 T 5.0 _ 0.100 8.512 K Factor= 16.80 to 120 0.0 5.000 0.0 B10 49.02 0.6833 0.0 5.100 3.485 Vel= 18.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Carculations - Standard - BER,ENGINEERING, INC. Page 6 Bed Bath& Beyond-Hyannis MA Date 01-21-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *`****" Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.0 49.02 11.997 K Factor= 14.15 111 -49.09 1.049 1 T 5.0 0.100 8.540 K Factor= 16.80 to 120 0.0 5.000 0.0 B11 49.09 0.6853 0.0 5.100 3.495 Vel = 18.22 0.0 49.09 12.035 K Factor= 14.15 112 49.38 1.049 1 T 5.0 0.100 8.638 K Factor= 16.80 to 120 0.0 5.000 0.0 B12 49.38 0.6925 0.0 5.100 3.532 Vel= 18.33 0.0 49.38 12.170 K Factor= 14.15 113 49.42 1.049 1 T 5.0 0.100 8.652 K Factor= 16.80 to 120 0.0 5.000 0.0 B13 49.42 0.6935 0.0 5.100 3.537 Vel = 18.35 0.0 49.42 12.189 K Factor= 14.16 114 49.14 1.049 1 T 5.0 0.100 8.557 K Factor= 16.80 to 120 0.0 5.000 0.0 B14 49.14 0.6867 0.0 5.100 3.502 Vel= 18.24 0.0 49.14 12.059 K Factor= 14.15 115 49.07 1.049 1 T 5.0 0.100 8.531 K Factor= 16.80 to 120 0.0 5.000 0.0 B15 49.07 0.6847 0.0 5.100 3.492 Vel = 18.22 0.0 49.07 12.023 K Factor= 14.15 116 49.07 1.049 1 T 5.0 0.100 8.531 K Factor= 16.80 to 120 0.0 5.000 0.0 B16 49.07 0.6847 0.0 5.100 3.492 Vel = 18.22 0.0 49.07 12.023 K Factor= 14.15 117 49.15 1.049 1 T 5.0 0.100 8.559 K Factor= 16.80 to 120 0.0 5.000 0.0 B17 49.15 0.6869 0.0 5.100 3.503 Vel = 18.25 0.0 49.15 12.062 K Factor= 14.15 118 49.43 1.049 1 T 5.0 0.100 8.657 K Factor= 16.80 to 120 •0.0 5.000 0.0 B18 49.43 0.6941 0.0 5.100 3.540 Vel =' 18.35 0.0 49.43 - 12.197 K Factor= 14.15 119 50.43 1.049 1 T 5.0 0.100 9.010 K Factor= 16.80 to 120 0.0 5.000 0.0 B19 50.43 0.7202 0.0 5.100 3.673 Vel= 18.72 0.0 50.43 12.683 K Factor= 14.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard BER ENGINEERING, INC. Page 7 Bed Bath& Beyond:- Hyannis MA Date 01-21-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *" Notes Point Qt Pf/LIL Eqv. Ln. Total Pf Pn 120 50.54 1.049 1 T 5.0 0.100 9.050 K Factor= 16.80 to 120 0.0 5.000 0.0 B20 50.54 0.7229 0.0 5.100 3.687 Vel = 18.76 0.0 50.54 12.737 K Factor= 14.16 121 50.43 1.049 1 T 5.0 0.100 9.009 K Factor= 16.80 . to 120 0.0 5.000 0.0 2 50.43 0.7202 0.0 5.100 3.673 Vel = 18.72 0.0 50.43 12.682 K Factor= 14.16 122 50.48 1.049 1 T 5.0 0.100 9.028 K Factor= 16.80 to 120 0.0 5.000 0.0 1 50.48 0.7214 0.0 5.100 3.679 Vel = 18.74 0.0 50.48 12.707 K Factor= 14.16 TOR -1086.96 8.249 1 E 21.141 33.000 16.409 to 120 . 0.0 21.141 0.0 M1 -1086.96 -0.0092 0.0 54.141 -0.497 Vel = 6.53 M 1 364.04 6.357 1 T 37.72 4.000 15.912 to 120 0.0 37.720 0.0 M2 -722.92 -0.0154 0.0 41.720 -0.641 Vel = 7.31 M2 34.10 6.357 0.0 10.000 15.271 to 120 0.0 0.0 0.0 M3 -688.82 0.0140 0.0 10.000 -0.140 Vel = 6.96 M3 26.84 6.357 0.0 10.000 15.131 to 120 0.0 0.0 0.0 M4 -661.98 -0.0130 0.0 10.000 -0.130 Vel = 6.69 M4 19.32 6.357 0.0 10.000 15.001 to 120 0.0 0.0 0.0 M5 -642.66 0.0124 0.0 10.000 -0.124 Vel = 6.50 M5 10.06 6.357 0.0 10.000 14.877 to 120 0.0 0.0 0.0 M6 -632.6 -0.0120 0.0 10.000 -0.120 Vel = 6.39 M6 -10.61 6.357 0.0 10.000 14.757 to 120 0.0 0.0 0.0 M7 -643.21 -0.0123 0.0 10.000 -0.123 Vel= 6.50 M7 -19.68 6.357 0.0 10.000 14.634 to 120 0.0 0.0 0.0 M8 -662.89 -0.0131 0.0 10.000 -0.131 Vel = 6.70 M8 28.66 6.357 . 0.0 10.000 14.503 to 120 0.0 0.0 0.0 M9 -634.23 0.0121 0.0 10.000 -0.121 Vel = 6.41 M9 23.47 6.357 0.0 10.000 14.382 to 120 0.0 0.0 0.0 M10 -610.76 -0.0112 0.0 10.000 -0.112 Vel = 6.17 M 10 18.88 6.357 0.0 10.000 14.270 to 120 0.0 0.0 0.0 M11 -591.88 -0.0106 0.0 10.000 -0.106 Vel = 5.98 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calcuiations - Standard BER ENGINEERING, INC. Page 8 Bed Bath&Beyond- Hyannis MA Date 01-21-15 Hyd. Qa . Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "* '" Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn Mil 14.87 6.357 0.0 10.000 14.164 to 120 0.0 0.0 0.0 M 12 -577.01 -0.0101 0.0 10.000 -0.101 Vel = 5.83 M 12 11.44 6.357 0.0 10.000 14.063 to 120 0.0 0.0 0.0 M13 -565.57 0.0098 0.0 10.000 -0.098 Vel = 5.72 M 13 8.59 6.357 0.0 10.000. 13.965 to 120 0.0 0.0 0.0 M14 -556.98 -0.0095 0.0 10.000 -0.095 Vel= 5.63 M 14 6.35 6.357 0.0 10.000 13.870 to 120 0.0 0.0 0.0 M 15 -550.63 -0.0092 0.0 10.000 -0.092 Vel = 5.57 M 15 4.84 6.357 0.0 10.000 13.778 to 120 0.0 0.0 0.0 M16 -545.79 -0.0092 0.0 10.000 -0.092 Vel = 5.52 M 16 4.26 6.357 0.0 10.000 13.686 to 120 0.0 0.0 0.0 M 17 -541.53 -0.0090 0.0 10.000 -0.090 Vel = 5.47 M 17 4.76 6.357 0.0 10.000 13.596 to 120 0.0 0.0 0.0 M 18 -536.77 -0.0088 0.0 10.000 -0.088 Vel = 5.43 M 18 6.20 6.357 0.0 10.000 13.508 to 120 0.0 0.0 0.0 M19 -530.57 -0.0087 0.0 10.000 -0.087 Vel = 5.36 M 19 90.94 6.357 0.0 10.000 13.421 to 120 0.0 0.0 0.0 M20 -439.63 -0.0061 0.0 10.000 -0.061 Vel= 4.44 M20 146.65 6.357 0.0 10.000 13.360 to 120 0.0 0.0 0.0 M21 -292.98 -0.0029 0.0 10.000 -0.029 Vel = 2.96 M21 146.51 6.357 0.0 10.000 13.331 to 120 0.0 0.0 10.394 M22 -146.47 -0.0007 0.0 10.000 -0.007 Vel= 1.48 0.0 -146.47 _ 23.718 K Factor=-30.08 M23 148.39 6.357 0.0 10.000 13.302 to 120 0.0 0.0 0.0 M24 148.39 0.0008 0.0 10.000 0.008 Vel= 1.50 M24 148.44 6.357 0.0 10.000 13.310 to 120 0.0 0.0 0.0 M25 296.83 0.0030 0.0 10.000 0.030 Vel = 3.00 M25 148.63 6.357 0.0 10.000 13.340 to 120 0.0 0.0 0.0 M26 445.46 0.0063 0.0 10.000 0.063 Vel = 4.50 M26 110.93 6.357 0.0 10.000 13.403 to 120 0.0 0.0 0.0 M27 556.39 0.0094 0.0 10.000 0.094 Vel= 5.62 M27 -6.20 6.357 0.0 10.000 13.497 to 120 0.0 0.0 0.0 M28 550.19 0.0093 0.0 10.000 0.093 Vel 5.56 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1 Final Calculations - Standard BER ENGINEERING, INC. Page 9 Bed Bath&Beyond-Hyannis MA Date 01-21-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or. Ftng's Pe Pv """*" Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pin M28 -4.76 6.357 0.0 10.000 13.590 to 120 0.0 0.0 0.0 M29 545.43 0.0091 0.0 10.000 0.091 Vel = 5.51 M29 -4.26 6.357 -0.0 10.000 13.681 to 120 0.0 -0.0 0.0 M30 541.17 0.0090 0.0 10.000 0.090 Vel = 5.47 M30 -4.83 6.357 0.0 10.000 13.771 to 120 0.0 0.0 0.0 M31 536.34 0.0088 0.0 10.000 0.088 Vel = 5.42 M31 -6.36 6.357 0.0 10.000 13.859 to 120 0.0 0.0 0.0 M32 529.98 0.0087 0.0 10.000 0.087 Vel= 5.36 M32 -8.59 6.357 0.0 10.000 13.946 to 120 0.0 ' 0.0 0.0 M33 521.39 0.0084 0.0 10.000 0.084 Vel = 5.27 M33 -11.44 6.357 0.0 10.000 14.030 to 120 0.0 0.0 0.0 M34 509.95 0.0080 0.0 10.000. 0.080 Vel = 5.15 M34 14.87 6.357 0.0 . 10.000 14.110 to 120 0.0 0.0 0.0 M35 495.08 0.0076 0.0 10.000 0.076 Vel= 5.00 M35 -18.88 6.357 0.0 10.000 14.186 to 120 0.0 0.0 0.0 M36 476.2 0.0071 0.0 10.000 0.071 Vel= 4.81 M36 -23.47 6.357 0.0 10.000 14.257 to 120 0.0 0.0 0.0 M37 452.73 0.0065 0.0 10.000 0.065, Vel= 4.58 M37 -28.66 4.26 0.0 10.000 14.322 to 120 0.0 0.0 0.0 M38 424.07 0.0402 0.0 10.000 0.402 Vel= 9.55 M38 19.68 6.357 0.0 10.000 14.724 to 120 0.0 0.0 0.0 M39 443.75 0.0062 0.0 10.000 0.062 Vel= 4.49 M39 10.61 6.357 0.0 10.000 14.786 to 120 0.0 0.0 0.0 M40 454.36 0.0065 0.0 10.000 0.065 'Vel = 4.59 M40 -10.06 6.357 0.0 10.000 14.851 to 120 0.0 0.0 0.0 M41 . 444.3 0.0062 0.0 10.000 0:062 Vel = 4.49 M41 -19.32 6.357 0.0 - 10.000 14.913 to 120 0.0 0.0 0.0 M42 424.98 0.0058 0.0 10.000 0.058 Vel= 4.30 M42 -26.83 6.357 0.0 10.000 14.971 to 120 0.0 0.0 0.0 M43 398.15 0.0051 0.0 10.000 0.051 Vel= 4.02 M43 -34.11 6.357 0.0 10.000 15.022 to 120 0.0 0.0 0.0 M44 364.04 0.0043 0.0 10.000 0.043 Vel = 3.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Ca[culations - Standard BER ENGINEERING, INC. Page 10 Bed Bath &Beyond-Hyannis MA Date 01-21-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "'** *" Notes ***" Point Qt Pf/UL Eqv. Ln. Total Pf Pn M44 -64.74 6.357 0.0 10.000 15.065 to 120 0.0 0.0 0.0 M45 299.3 0.0030 0.0 10.000 0.030 Vel = 3.03 M45 -62.11 6.357 0.0 10.000 15.095 to 120 0.0 0.0 0.0 M46 237.19 0.0019 0.0 10.000 0.019 Vel = 2.40 M46 -60.36 6.357 0.0 10.000 15.114 to 120 0.0 0.0 0.0 M47 176.83 0.0012 0.0 10.000 0.012 Vel= 1.79 M47 -59.31 6.357 0.0 10.000 15.126 to 120 0.0 0.0 0.0 M48 117.52 0.0005 0.0 10.000 0.005 Vel = 1.19 M48 -58.83 6.357 0.0 10.000 . 15.131 to 120 0.0 0.0 0.0 M49 58.69 0.0002 0.0 10.000 0.002 Vel= 0.59 0.0 58.69 15.133 K Factor= 15.09 M50 58.69 6.357 0.0 10.000 15.814 to 120 0.0 0.0 0.0 M51 58.69 0.0001 0.0 10.000 0.001 Vel = 0.59 M51 58.83 6.357 0.0 10.000 15.815 to 120 0.0 0.0 0.0 M52 117.52 0.0006 0.0 10.000 0.006 Vel= 1.19 M52 59.31 6.357 0.0 10.000 15.821 to 120 0.0 0.0 0.0 M53 176.83 0.0011 0.0 10.000 0.011 Vel = 1.79 M53 60.36 6.357 0.0 10.000 15.832 to 120 0.0 0.0 0.0 M54 237.19 0.0020 0.0 10.000 0.020 Vet= 2.40 M54 62.11 6.357 0.0 10.000 15.852 to 120 0.0 0.0 0.0 M55 299.3 0.0030 0.0 10.000 0.030 Vel = 3.03' M55. 64.74 6.357 0.0 7.000 15.882 to 120 0.0 0.0 0.0 M1 364.04 -0.0043 0.0 7.000 0.030 Vel= 3.68 0.0 364.04 15.912 K Factor= 91.26 M49 58.69 3.068 2T 30.0 103.000 15.133 to 120 0.0 30.000 0.0 M50 58.69 0.0051 0.0 133.000 0.681 Vel= 2.55 0.0 58.69 15.814 K Factor= 14.76 M48 58.83 3.068 2T 30.0 103.000 15.131 to 120 0.0 30.000 0.0 . M51 58.83 0.0051 0.0 133.000 0.684 Vel = 2.55 0.0 58.83 15.815 K Factor= 14.79 M47 59.32 3.068 2T 30.0 103.000 15.126 to 120 0.0 30.000 0.0 M52 59.32 0.0052 0.0 133.000 0.695 Vel _' 2.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard BER ENGINEERING, INC. Page 11 Bed Bath &Beyond- Hyannis MA Date 01-21-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" I or Ftng's Pe Pv "* Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.0 59.32 15.821 K Factor= 14.91 M46 60.36 3.068 2T 30.0 103.000 15.114 to 120 0.0 30.000 0.0 M53 60.36 0.0054 0.0 133.000 0.718 Vel= 2.62 0.0 60.36 15.832 K Factor= 15.17 M45 62.11 3.068 2T 30.0 103.000 15.095 to 120 0.0 30.000 0.0 M54 62.11 0.0057 0.0 133.000 0.757 Vel = 2.70 0.0 62.11 15.852 K Factor= 15.60 M44 64.73 3.068 2T 30.0 103.000 15.065 to 120 0.0 30.000 0.0 M55 64.73 0.0061 0.0 133.000 0.817 Vel = 2.81 0.0 64.73 15.882 K Factor= 16.24 M43 34.11 3.068 2T 30.0 103.000 15.022 to 120 0.0 30.000 0.0 M2 34.11 0.0019 0.0 133.000 0.249 Vel = 1.48 0.0 34.11 15.271 K Factor= 6.73 M42 26.84 3.068 2T 30.0 103.000 14.971 to 120 0.0 30.000 0.0 M3 26.84 0.0012 0.0 133.000 0.160 Vel= 1.16 0.0 26.84 15.131 K Factor= 6.90 M41 19.32 3.068 2T 30.0 103.000 14.913 to 120 0.0 30.000 0.0 M4 19.32 0.0007 0.0 133.000 0.088 Vel= 0.84 0.0 19.32 15.001 K Factor= 4.99 M40 10.06 3.068 2T 30.0 103.000 14.851 to 120 0.0 30.000 0.0, M5 10.06 0.0002 0.0 133.000 0.026 Vel = 0.44 0.0 10.06 14.877 K Factor= 2.61 M39 -10.62 3.068 2T 30.0 103.000 14.786 to 120 0.0 30.000 0.0 M6 -10.62 -0.0002 0.0 133.000 -0.029 Vel = .0.46 0.0 -10.62 14.757 K Factor= -2.76 M38 -19.68 3.068 2T 30.0 103.000 14.724. to . 120 0.0 30.000 0.0 M7 -19.68 0.0007 0.0 133.000 -0.090 Vel = 0.85 0.0 -19.68 14.634 K Factor= -5.14 Computer Programs by Hydratec Inca Route 111 Windham N.H. USA 03087 Final Calculations - Standard BER ENGINEERING, INC. Page 12 Bed Bath& Beyond-Hyannis MA Date 01-21-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "''''* Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn M37 28.66 3.068 2T 30.0 103.000 .14.322 to - 120 0.0 30.000 0.0 M8 28.66 0.0014 0.0 133.000 0.181 Vel= 1.24 0.0 28.66 14.503 K Factor= 7.53 M36 23.47 3.068 2T 30.0 103.000 14.257 to 120 0.0 30.000 0.0 M9 23.47 0.0009 0.0 133.000 0.125 Vel = 1.02 0.0 23.47 14.382 K Factor= 6.19 M35 18.88 3.068 2T 30.0 103.000 14.186 to 120 0.0 30.000 0.0 M 10 18.88 0.0006 0.0 133.000 0.084 Vel = 0.82 0.0 18.88 14.270 K Factor= 5.00 M34 14.87 3.068 2T 30.0 103.000 14.110 to 120 0.0 30.000 0.0 M11 14.87 0.0004 0.0 133.000 0.054 Vel = 0.65 0.0 14.87 14.164 K Factor= 3.95 M33 11.44 3.068 2T 30.0 103.000 14.030 to 120 0.0 30.000 0.0 M12 11.44 0.0002 0.0 133.000 0.033 Vel= 0.50 0.0 11.44 14.063 K Factor= 3.05 M32 8.59 3.068 2T 30.0 103.000 13.946 to 120 0.0 30.000 0.0 M13 _8.59 0.0001 0.0 133.000 0.019 Vel = 0.37 0.0 8.59 13.965 K Factor= 2.30 M31 6.35 3.068 2T 30:0 103.000 13.859 to 120 0.0 30.000 '0.0 M14 6.35 0.0001 0.0 133.000 0.011 Vel = 0.28 0.0 6.35 13.870 K Factor= 1.71 M30 4.84 3.068 2T 30.0 103.000 13.771 to 120 0.0 30.000 0.0 M 15 4.84 0.0001 0.0 133.000 0.007 Vel= 0.21 0.0 4.84 13.778 K Factor= 1.30 M29 4.26 3.068 2T 30.0 103.000 13.681 to 120. 0.0 30.000 0.0 M16 4.26 0.0 133.000 0.005 Vel= 0.18 0.0 4.26 13.686 K Factor= 1.15 M28 4.76 3.068 2T 30.0 103.000 13.590 to 120 0.0 30.000 0.0 M17 4.76 0.0 133.000 0.006 Vel= 0.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard BER ENGINEERING, INC. Page 13 Bed Bath&Beyond- Hyannis MA Date 01-21-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "" Notes Point Qt Pf/LIL Eqv. Ln. Total Pf Pn 0.0 4.76 13.596 K Factor= 1.29 M27 6.20 3.068 2T 30.0 103.000 13.497 to 120 0.0 30.000 0.0 M 18 6.2 0.0001 0.0 133.000 0.011 Vel= 0.27 0.0 6.20 13.508 K Factor= 1.69 M 19 -90.94 3.068 1 T 15.0 47.000 13.421 to 120 0.0 15.000 0.0 1 -90.94 -0.0115 0.0 62.000 -0.714 Vel= 3.95 1 50.47 3.068 0.0 10.000 12.707 to 120 0.0 0.0 0.0 2 -40.47 -0.0025 0.0 10.000 -0.025 Vel = 1.76 2 50.43 3.068 0.0 10.000 12.682 to 120 0.0 0.0 0.0 B19 9.96 0.0001 0.0 10.000 0.001 Vel= 0.43 B19 50.43 3.068 0.0 10.000 12.683 to 120 0.0 0.0 0.0 B20 60.39 0.0054 0.0 10.000 0.054 Vel= 2.62 B20 50.54 3.068 1 T 15.0 25.000 12.737 to 120 0.0 15.000 0.0 M26 110.93 0.0167 0.0 40.000 0.666 Vel= 4.81 0.0 ' 110.93 13.403 K Factor= 30.30 M25 -148.63 3.068 1 T 15.0 25.000 13.340 to 120 0.0 15.000 0.0 618 -148.63 -0.0286 0.0 40.000 -1.143 Vel = 6.45 B18 49.43 3.068 0.0 10.000 12.197 to 120 0.0 0.0 0.0 B17 -99.2 -0.0135 0.0 10.000 -0.135 Vel = 4.31 B17 49.15 3.068 0.0 10.000 12.062 to 120 0.0 0.0 0.0 B16 -50.05 -0.0039 0.0 10.000 -0.039 Vel = 2.17 B16 49.07 3.068 0.0 10.000 12.023 to 120 0.0 0.0 0.0 B15 -0.98 0.0 0.0 10.000 0.0 Vel = 0.04 B 15 49.07 3.068, 0.0 10.000 12.023 to 120 0.0 0.0 0.0 B14 48.09 0.0036 0.0 10.000 0.036 Vel = 2.09 B14 49.15 3.068 0.0 10.000 12.059 to 120 0.0 0.0 0.0 B13 97.24 0.0130 0.0 10.000 0.130 Vel = 4.22 B13 49.41 3.068 1T 15.0 Z7.000 12.189 to 120 0.0 15.000 0.0 M20 146.65 0.0279 0.0 42.000 1.171 Vel= 6.36 0.0 146.65 13.360 K Factor= 40.12 M24 -148.44 3.068 1 T 15.0 25.000 13.310 to 120 0.0 15.000 0.0 612 -148.44 -0.0285 0.0 40.000 -1.140 Vel= 6.44 Computer Programs by Hydratec Inc...Route 111 Windham N.H. USA 03087 Final Calculations - Standard BER ENGINEERING, INC. Page 14 Bed Bath&Beyond-Hyannis MA Date 01-21-15 Hyd. Qa Dia.. Fitting Pipe Pt Pt Ref. "C', or Ftng's Pe Pv *"*""** Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn B12 49.37 3.068 0.0 10.000 12.170 to 120 0.0 0.0 0.0 B11 -99.07 -0.0135 0.0 10.000 -0.135 Vel = 4.30 B11 49.10 3.068 0.0 10.000, 12.035 to 120 0.0 0.0 0.0 B10 -49.97 -0.0038 0.0 10.000 -0.038 Vel= 2.17 B10 49.01 3.068 0.0 10.000 11.997 to 120 0.0 0.0 0.0 B9 -0.96 0.0 0.0 10.000 0.0 Vel = 0.04 B9 49.02 3.068 0.0 10.000 11.997 to 120 0.0 0.0 0.0 B8 48.06 0.0035 0.0 10.000 0.035 Vel= 2.09 B8 49.09 3.068 0.0 10.000 12.032 to 120 0.0 0.0 0.0 B7 97.15 0.0130 0.0 10.000 0.130 Vel= 4.22 B7 49.36 3.068 1 T 15.0 27.000 12.162 to 120 0.0 15.000 0.0 M21 146.51 0.0278 0.0 42.000 1.169 Vel = 6.36 0.0 146.51 13.331 K Factor= 40.13 M23 -148.39 3.068 1 T 15.0 25.000 13.302 to 120 0.0 15.000 0.0 B6 -148.39 -0.0285 0.0 40.000 -1.140 Vel = 6.44 B6 49.36 3.068 0.0 10.000 12.162 to 120 0.0 0.0 0.0 B5 '-99.03 -0.0134 0.0 10.000 -0.134 Vel= 4.30 B5 49.08 3.068 0.0 10.000 12.028 to 120 0.0 0.0 0.0 B4 -49.95 -0.0038 0.0 10.000 -0.038 Vel= 2.17 B4 49.00 3.068 0.0 10.000 11.990 to 120 0.0 0.0 0.0 B3 -0.95 0.0 0.0 10.000 0.0 Vel = 0.04 B3 49.00 3.068 0.0 10.000 11.990 to 120 0.0 0.0 0.0 B2 48.05 0.0035 0.0 10.000 0.035 Vel= 2.09 B2 49.07 3.068 0.0 10.000 12.025 to 120 0.0 0.0 0.0 61 97.12 0.0130 0.0 10.000 0.130 Vel = 4.21 B1 49.35 3.068 1T 15.0 27.000 12.155 to 120 0.0 15.000 10.394 M22 146.47 0.0278 0.0 42.000 - 1.169 Vel = 6.36 0.0 146.47 23.718 K Factor= 30.08 TOR 1086.96 6.357 1A 33.948 21.000 16.409 to 120 1 E. 17.603 51.551 10.394 BOR 1086.96 0.0327 0.0 72.551 2.369 Vel= 10.99 BOR 0.0 8.249 0.0 6.000 29.172 to 120 0.0 0.0 3.701 *Fixed loss= 5.000 SE 1086.96 0.0090 0.0 6.000 0.054 Vel= 6.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard BER ENGINEERING, INC. Page 15 Bed Bath& Beyond-Hyannis MA Date 01-21-15 Hyd. Qa Dia. Fitting Pipe Pt Pt _ Ref. "C" or Ftng's Pe Pv "* "*"* Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn SE 0.0 8.249 0.0 100.000 32.927 to 120 0.0 0.0 3.465 TEST 1086.96 0.0092 0.0 100.000 0.918 Vel = 6.53 500.00 Qa= 500.00 1586.96 37.310 K Factor=259.81 - I i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 CONSTRUCTION AFFIDAVIT Project Name: Bed Bath& Beyond-Southwind Plaza Project Location: 990 Lyannough Road&65 Independence Drive, Hyannis, MA Scope of Project: Fagade Renovation and Addition Architects Project Number: 1412 Date: 04/10/2015 In accordance with Section 107.6 Construction Control of the 8th Edition of the Massachusetts State Building Code, I, Steven A. Karan, PE. Massachusetts Registration No.: 34989 being a registered professional Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] ENTIRE PROJECT [ ] ARCHITECTURAL [ ] STRUCTURAL [X] MECHANICAL [ ] FIRE PROTECTION [ ] ELECTRICAL [ ] PLUMBING [ ] OTHER For the above named project, and that to the best of my knowledge such plans computations and Specifications meet the applicable provisions of the Massachusetts State Building Code and all applicable Architectural and Engineering practices for the proposed project. I further certify that I shall perform the necessary professional services and be(or have been) present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 107.6.2.2 Construction: 1. Review, for conformance to the design concept, shop drawings, samples and other submittals that are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 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, in general, if the work is being performed in a manner consistent with the construction documents. Pursuant to Section 107.6.2.2 Construction, I shall submit progress reports together with pertinent comments to Building Official. Upon completion of the work, I shall submit a final report and punch list (if applicable) as 111OF4f,Qssq satisfactory completion and readiness of the project for occupancy. STEVEtlA �yc o KARAN �^ MECHAmCAL cif no.3Q&5 Engineers Signature: 9 STEVEN A. KARAN, PE OR,ALE��?� Building Engineering Resources, Inc. Subscribed and Sworn to before me this 10th Day of April , 2015 March 21,2019 Notar P lic My Commission Expiries lvw7iMy JACQUEUNE LEE HUGHESNOTARY PUBLICCOWNdONNiERLTH OF PdASSACHUSETTS Comm.Expires Mar.21,2019 CONSTRUCTION AFFIDAVIT Project Name: Bed Bath&Beyond-Southwind Plaza Project Location: 990 Lyannough Road&65 Independence Drive, Hyannis, MA Scope of Project: Fa ade Renovation and Addition 1 S Architects Project Number: 1412 Date: 04/10/2015 In accordance with Section 107.6 Construction Control of the 8th Edition of the Massachusetts State Building Code, I, Marc R. Plante, PE. Massachusetts Registration No.: 38119 being a registered professional Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] ENTIRE PROJECT [ ] ARCHITECTURAL [ ] STRUCTURAL [ ] MECHANICAL [ ] FIRE PROTECTION [X] ELECTRICAL [ ] PLUMBING [ ] OTHER For the above named project, and that to the best of my knowledge such plans computations and Specifications meet the applicable provisions of the Massachusetts State Building Code and all applicable Architectural and Engineering practices for the proposed project. I further certify that I shall perform the necessary professional services and be (or have been) present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 107.6.2.2 Construction: 1. Review, for conformance to the design concept, shop drawings, samples and other submittals that are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 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, in general, if the work is being performed in a manner consistent with the construction documents. Pursuant to Section 107.6.2.2 Construction, I shall submit progress reports together with pertinent comments Building Official. Upon completion of the work, I shall submit a final report and punch list (if applicable) ©F&fl- satisfactory completion and readiness of the project for occupancy. a ltfiRR'C R. PLARTE ; v ELECTRICAL. No. 38119 Engineers Signature: �nff .o q o MARC R. P NTE, PE O� STEP`"�e�� Building Engineering Resources, Inc. FSS�ONALE Subscribed and Sworn to before me this 10th Day of April ,2015 March 21,2019 Notary u is 0 My Commission Expiries JACQUEUNE LEE HUGHES NOTARY PUBLIC . COWIONWEALTH OF a9ASSACHUSETTS My Comm.Expires Mar.21,2019 ;n CONSTRUCTION AFFIDAVIT Project Name: Bed Bath&Beyond-Southwind Plaza Project Location: 990 Lyannough Road&65 Independence Drive, Hyannis, MA Scope of Project: Facade Renovation and Addition Architects Project Number: 1412 Date: 04/10/2015 In accordance with Section 107.6 Construction Control of the 8ch Edition of the Massachusetts State Building Code, I, Steven A. Karan, PE. Massachusetts Registration No.: 34989 being a registered professional Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] ENTIRE PROJECT [ ] ARCHITECTURAL [ ] STRUCTURAL [ ] MECHANICAL [ ] FIRE PROTECTION [ ] ELECTRICAL [X] PLUMBING [ ] OTHER For the above named project, and that to the best of my knowledge such plans computations and Specifications meet the applicable provisions of the Massachusetts State Building Code and all applicable Architectural and Engineering practices for the proposed project. I further certify that l shall perform the necessary professional services and be (or have been) present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 107.6.2.2 Construction: 1. Review, for conformance to the design concept, shop drawings, samples and other submittals that are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 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, in general, if the work is being performed in a manner consistent with the construction documents. Pursuant to Section 107.6.2.2 Construction, I shall submit progress reports together with pertinent comments to the Building Official. Upon completion of the work, I shall submit a final report and punch list (if applicable) as to t AOF OF satisfactory completion and readiness of the project for occupancy. SNM�ssq 0 �o STEVEN A. tiG KARAN MECHANICAL can Engineers Signature: No.34989 STEVEN A. KARAN, PE �r O STfcP� Building Engineering Resources, Inc. AL Subscribed and Sworn to before me this 10th Day of April ,2015 March 21,2019 Not ry P bl c M Commission Expiries JACQUELINE LEE HUGHES NOTARY PUBLIC, OOM MONWEALTH OF WSMUSEM 01 Comm.ExPlres Mar.21,2019 CONSTRUCTION AFFIDAVIT Project Name: Bed Bath& Beyond-Southwind Plaza Project Location: 990 Lyannough Road&65 Independence Drive, Hyannis, MA Scope of Project: Fagade Renovation and Addition Architects Project Number: 1412 Date: 04/10/2015 In accordance with Section 107.6 Construction Control of the 81h Edition of the Massachusetts State Building Code, I, Steven A. Karan, PE. Massachusetts Registration No.: 34989 being a registered professional Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] ENTIRE PROJECT [ ] ARCHITECTURAL [ ) STRUCTURAL [ ] MECHANICAL [X] FIRE PROTECTION [ ] ELECTRICAL [ ] PLUMBING [ ] OTHER For the above named project, and that to the best of my knowledge such plans computations and Specifications meet the applicable provisions of the Massachusetts State Building Code and all applicable Architectural and Engineering practices for the proposed project. I further certify that I shall perform the necessary professional services and be (or have been) present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 107.6.2.2 Construction: 1. Review, for conformance to the design concept, shop drawings, samples and other submittals that are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 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, in general, if the work is being performed in a manner consistent with the construction documents. Pursuant to Section 107.6.2.2 Construction, I shall submit progress reports together with pertinent comments to the Building Official. Upon completion of the work, I shall submit a final report and punch list (if applicable) as t P`SH OFts satisfactory completion and readiness of the project for occupancy. �ya� syc �C STEVEN A. ZG c KARAN m MECHANICAL y Engineers Signature: No.349s9 0 STEVEN A. KARAN, PE o� /STEPS Building Engineering Resources, Inc. FSS/ONAL Subscribed and Sworn to before me this t Day of April , 2015 March 21,2019 Notan& lic My Commission Expiries JACQUELINE LEE HUGHES NOTARY PUBLIC COMMONWEALTH OF MASSACHUm My Comm.Explre8 Mar.21,2019 Y r ALLEVATO CONSTRUCTION AFFIDAVIT Project Name: Bed Bath& Beyond-Southwind Plaza Project Location: 990 Lyannough Road&65 Independence Drive, Hyannis, MA Scope of Project: Fagade Renovation and Addition Architects Project Number: 1412 Date: 04/10/2015 In accordance with Section 107.6 Construction Control of the 8th Edition of the Massachusetts State Building Code, I, Lou Allevato Massachusetts Registration No.:9234 being a registered professional Architect hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: ❑ ENTIRE PROJECT ® ARCHITECTURAL ❑ STRUCTURAL ❑ MECHANICAL ❑ FIRE PROTECTION. ❑ ELECTRICAL ❑ PLUMBING ❑ OTHER For the above named project, and that to the best of my knowledge such plans computations and Specifications meet the applicable provisions of the Massachusetts State Building Code and all applicable Architectural practices for the proposed project. I further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 107.6.2.2 Construction: 1. Review, for conformance to the design concept, shop drawings, samples and other submittals that are submitted by the contractor in-accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 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, in general, if the work is being performed in a manner consistent with the construction documents. Pursuant to Section 107.6.2.2 Construction:, I shall submit progress reports toge er with pertinent comm, the Building Official. Upon completion of the work, I shall submit a final report d unch list (if appli C satisfactory completion and readiness of the project for occupancy. Al( y% Architects Signature: J� Lou I a No.9234 All vato Architects Inc � BOSTON �y Mass Subscribed and Sworn to before me this 9 Day of r'/ �9�TN OF MPSSP� Notary Public My Commission Expiries State of Massachusetts, in the County of Norfolk Allevato Architects Inc 31 Hayward Street JANICE M.CAMP Franklin,MA 02038 BELL tel 508 528 0770 .z, i Notary Public fax 508 528 9454 �� .,_, ;�, Massachusetts `s 0c Commission Expires May ay 16,2019 few w5^ Initial Construction Control Document i Z To be submitted with the building permit application by a dRegistered Design Professional for work per the 81h edition of the o,,M See Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Bed Bath 4 Beyond- 5outhwind Plaza Date: 4110115 Property Address: 9110 Lyannough Road 4 65 Independence Drive, Hyannis, MAC Project: Check one or both as applicable: ❑ New construction X Existing Construction Project description: Facade Renovation and Addition I Jack A. Wood MA Registration Number: 33752 Expiration date: 6130116 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Architectural [xJ 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 ficial a`Final,Construction C ntrol Document'. OF Enter in the space to the right a"wet"or .�;�PJACK A. s9c electronic signature and seal: 0 w000 N STRUCTURAL -+ NO.33752 ti App�FG/STO' Phone number: 761-643-2&63 �FFs /oNAL E mail: -fu)ood@yeltao.com Building fficial Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 ATE �°►c®� CERTIFICATE OF LIABILITY INSURANCE D 6/5/201S THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BEL OW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pol(cy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemen s. PRODUCER =r Debra Gerraughty PHONE FA Cavallo & Signoriello X N .(500)339-4011 190 Chauncy Street/P.O Box 406 AppLE11%vebbieftandoins.com INSURERS)AFFORDING COVERAGE NAIL 0 Mansfield MA 02048 INSURERA:Arbella Protection Insurance Co 41360 INSURED INSURERB:Arbella Mutual Insurance Co an DMR Construction Inc INSURER C: 229 Drain Street INSURERD: INSURER E: North Easton MA 02356 INSURER F: COVERAGES CERTIFICATE NUMBER:2015 Certificate REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TR TYPE OF INSURANCE POLICY UMBER POLICY EFF POLICY EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 11000,000 DAMAGE TO 1199ro- A CLANS-MADE NO OCCUR Mrencal $ 100,000 OS00062328 S/23/2015 5/23/2016 MEDEXp an n $ 10,000 PERSONAL 8 ADV INJURY $ 11000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY1:1 JERCT D LOC PRODUCTS•COMPIOPAGG $ 2,000,000 Employee Benefits $ 11000,000 OTHER: AUT��� COMBI SING $ 11000,000 LIABILITY ii� ANY AUTO BODILY INJURY(Per person) $ B ALL OWNFA SCHEDULED AUTOSX AUTOS 1020028879 5/23/2015 5/23/2016 BODILY INJURY(Per aixldeM) $ NON-0OWNED PROPERTY DAMAGE $ X HIRED AUTOS X AUTOS Ide $ COMET X UMBRELLA UABHCLAIMS-MADE OCCUR EACH OCCURRENCE $ 61000,000 A EXCESS UAB AGGREGATE $ 61000,000 DED I X I RETENTION 10.000 4600062329 5/23/2015 S/23/2016 R $ PE WORKERS COMPENSATION TAER AND EMPLOYERS'LIABILITY R/EXECUTIVE YIN NIA E.L.EA(2iACCIDENT $ 11000,000 ANY PROPRIETOR/PARTNE A OFFICERWEMBER EXCLUDED? 5/23/2025 5/23/2016 E.L. ISEASE•EA EMPLOYE $ 1000,000 a 912S630514 (Mandatory In NH) H yes.describe under E.L.DISEASE-POLICY LIMIT $ 1,000,00 DESCRIPTION OF OPERATIONS below A Contractors Equipment 8S00062320 5/23/201S 5/23/2016 150,000 Business Personal Property 8S00062328 5/23/201S 5/23/2016 100,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additions]Remarks Schedule,may be attached[Imam space Is required) Project: Bed Bath & Beyond CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village Of Hyannis THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 367 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE D Gerraughty/DEBBIE - ©1988.2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS026(201401) Massachusetts Department of Environmental Protection Bureau of Waste Prevention • Air Quality BWPAQ 06 Asbestos Project Number Notification Prior to Construction or Demolition A. Applicability Important: When filling out forms on A Construction or Demolition operation of an industrial,commercial,or institutional building, or residential the computer, building with 20 or more units is regulated by the Department of Environmental Protection (MassDEP), Bureau use only the of Waste Prevention-Air Quality Division, under Regulations 310 CMR 7.09. Notification of Construction or tab key to Demolition operations is required under 310 CMR 7.09(2)ten(10)days prior to any work being performed.The move your cursor-do not following information is required pursuant to 310 CMR 7.09. use the return key. Is this a fee-exempt notification(city,town, district, municipal housing authority,state facility, owner-occupied residential property of four units or less)? tab ❑ Yes (/No Type of Notification: �enun ❑ Project Revision ❑ Project Cancellation Instructions: 1.All sections of B. General Project Description this form must be completed in order to comply 1. Facility Information: with the (,� �^ a p� ,j r Department of 56 CJ%%" 1 �a7--c— W "`Q`ti-'IN�CQ. �� "Ue" Environmental Protection Na74yovilnl� St#;L(Arefs notification d O'- 0 requirements of City/Town State Zip Code., Telephone 310 CMR 7.09 Hb watts L&L e r S't2 Mcy�o�9c r 2.Submit Facility Contact Person Contact Person Title Original Form To: l UI ®t f Ol Li ter-- W tderCD .(a KA ` r Commonwealth Facility Contact Person Telephone Facility Contact Person Email of Massachusetts P.O.Box 4062 Facility Size: Boston,MA 6O0 S� 02211 �. 1 Square Feet Number of Floors Was the facility built prior to 1980? ❑ Yes No Describe the current or prior use of the facility: Re, ►I SVLo POIn , CeA-t,-,r Is the facility a residential facility? ❑ Yes No If yes, how many units? Number 2. Facility O,�/ner: CID rth� w 3 lr).tr-Co w� M r ej t>k�. 8 � 0 Facility Owner Name Address Rp5�� 6a11_1 9 Cpt� -ag� -y9y� City/Town State ZIP Code Telephone Y1ell i 3�wner 60 Aw tre, On-Site Managsenta iv Address City/Town State ZIP Code Telephone 07/14 BWP AQ 06•Page 1 of 3 Massachusetts Department of Environmental Protection Bureau of Waste Prevention • Air Quality BWP AQ 06 Notification Prior to Construction or Demolition B. General Project Description (continued) 3. General Contractor: a a 9 Isla►n S+ree.k- Name Address nA'(-� Eason - 6 23s-(4 City/Town State ZIP Code Telephone R,cat;& cckew, ..509- 9(pa— 17-5 1 General Contractor On-Site Manager/Foreman Telephone General C. General Construction or Demolition Description Statement: If asbestos is found during a 1. Construction or demolition contractor: Construction or /� y /� /�� Demolition ':SAMCS &__ &_ "n 1 (D ofl(A T,. WO C0+f W(!1+ operation,all Contractor Name J4 Address responsible parties must comply with 310 R"t'k— CMR 7.00,7.09, City/Town State ZIP Code /Telephone 7.15,and k &x"``-ee tcpe____ \Chapter 21 E of the General Construction&Demolition On-Site Manager Telephone Laws of the Commonwealth. 2. Licensed Contractor Supervisor: This would Ri kQ� „� en 05 include,but ����// 1('Y•1 I would not be Supervisor Name License Number limited to,filing an asbestos 3. Is the entire facility to be demolished? ❑ Yes No removal notification with 4. Describe the area(s)to be demolished: the Department and/or a notice &P troK11^4A{'elLy 3Q0 .5F 6c— MA'&'Y t S 1 10 QS of release/threat of release of a hazardous substance to the Department,if applicable. 5. If this is a construction project, describe the building(s)or addition(s)to be constructed: A cOIE-�{A nc 0�,� S F -�r►�►�.er� O to 4)uu _ 2 6. If this is a demolition or renovation project, were the structure(s) [ Yes ❑ No surveyed for the presence of Asbestos-Containing Material (ACM)? �� 7. Was asbestos containing material (ACM)found? El Yes Lid' No If yes, who conducted the survey? R.-Z . V"V1 �02 Name Department of Labor Standards Certification Number 07/14 BWP AQ 06•Page 2 of 3 Massachusetts Department of Environmental Protection Bureau of Waste Prevention • Air Quality BWP AQ 06 Notification Prior to Construction or Demolition C. General Construction or Demolition Description (continued) The Asbestos Abatement Notification Number for this address is: This project is: Construction IJ Demolition 0 1 1S 11 1 Project Start Date(MM/DD/YYYY) Project Ena Date(MM/DD/YYYY) 8. For demolition and construction projects, indicate dust suppression techniques to be used ❑ Seeding Wetting ❑ Covering ❑ Paving ❑ Shrouding ❑ Other—Specify: 9. For Emergency Demolition Operations, who is the MassDEP official who evaluated the emergency? Name of MassDEP Official Title of MassDEP Official Date of Authorization(MM/DD/YYYY) MassDEP Waiver Number D. Certification "I certify that I have personally examined the foregoing &' 1 1 tkrKe— and am familiar with the information contained in this Prin e document and all attachments and that, based on my inquiry of those individuals immediately responsible for Auth`rized Signature obtaining the information, I believe that the information is true, accurate, and complete. I am aware that there V. ?• D"o9IgeA+' Ser y 1 es are significant penalties for submitting false Position/Title " !�" information, including possible fines and imprisonment. -L-i R$�U4i l— f��S �i�.C-- The undersigned hereby states, under the penalties of Representing perjury,that I am aware that this permit application or GI 81 �S notification shall not be deemed valid unless payment Date(MM/DD/YYYY) of the applicable fee is made." P.E.# 07/14 BWP AQ 06•Page 3 of 3 _ � Massac�iusetts -Department ofi Public Safety 8o�r�caf_Bui#din feu&atica�sand Stant'ds ,�_� �t)i]51'rld�Ti4.at3 Suirers`isr>r � : Lic4ense: CS-054914 - { RICHARD R COHEN 11 WESTFIELD DRIVE BROCKTON MA 02301 A 10L07/2015 Commissioner „Unrestricted-Buildings of any use group which_ contain less less than 35,000'cubic'feet4(991m3) of enclosed space. t i Failure to possess a current edition of the Massachusetts state Building code is cause for revocation of this licenser for DPS Licensing information visit: www:Mass.Gov/DPS ” W� �Z � ok/w "Oey60D al SJ >> r "o: Barnstable Town Hall Page 2 of 2 2015-06-04 19:22:08(GMT) From: Michael Fagnant ♦3 \4 ' rr . • l 1 1 ' .i 1 , I MIT �toff� `eiafr t U i� c'iFuilIrT1,,crrcr+sa I m❑ m� n Pig Friat Addresic Phmz 4-7 Aa a ptfa=mm*yer7�er�t bcr>4 Type Of�eLt C• - I_ElIam aempby€rwifh 4' Iota c=t=t r�L � Tee es iayees{fall agdlflrpazt �* 4be s was Z❑ cundaxfsoa I am a sole-prapi2Far orparfner- listed an the wed shy 7- ❑egg sbip and have no employees Tb=e ifs la--M 8- ❑Demaaioa Ong forme im any cagac�T a wo��' 4 addifiou INS `Camp-iasm-'Mce Camp- I ❑ We am a catgarzicn=ff ifs iddifians �'_❑ I am a hump doing all WDA.- offirzts have cr'"''t wed tbeFr g mpsi s or ad&f cns rq-eFf N �- of tioa er hfGL 12-0 Rnufnpaas o tea' �k • • F c-152,$It`d andwe ha a aD emglupees-EKG 13❑Otiu:s Camp- J '-�xp�g��che�sborai�mttalso�rnrttth`s�nabc7a�es�.5 8ieswo�cea'mmm�tiauprrTsj- - wa�s Vim Submft-jiis :m d=3.g euv..--iz e—I f'—w—m uahQL cDI=rnirestmst svl 2 saw rmd t m s a�xt dim thi bmc met stl�SPd m xffdifi *1 sheet thz7,—af ffse sub'--mates�i st�uheth�xnntffi�se 5�w_ �Fluems- rfthesah-carn�IXVEMmaue's,dieg�stgmaiae aumg.pairs�beZ itrrr au Inpex rFcatzsgrrJ orlrras'c uff t ca for ray etr toygss. Beiot>'is&s WHU aad je6 pits iqfOMuEg ' TWLGouspanyNR,,,a- /7 l��G » f? / /•eG.IT`U° C� G•C� - - - y nf the irarkmre mnzpeusztrnn gv1rcy dechrratian (shoes fIM guIE,3'amber mod expa Failum to secatc cue as maunder SecEknk25A of'MM r- 152 raa lead to the imps-.t Df aimissal pmalfies of a fiae up to$I-5OQ OD andfor one-y=rim as yell as d-v2i p—TH - in ffm B=m of a MF WORK ORDIR and a Ent-. cf rtp to S250_00 a day agaist the viohstaL lac advised fad a co2y of ilis slte Wray be forwarded tor the Ofhre of Dons of ffie DIA fvr insaca=covemp vccfficztirw- 147RM6Y et* -Fuias rip rupff�c��irZftrnzaEiitapraairT�aka�eishuacmdc�sct - ass a* Do- tvrihrin Ais mr&4 AT&g craatt}IEW by edY or IDIM&ffir ul CRY or TOW= PersubLmease� L Soara afH=Iffi 2.BuMngl 3.tlfp£a�O=k 4-EI,,;hH,alBpect r S.PE=d)hn9l Iar cKh= t Gnraal Lzm cl aptra I52 ragm=BE emglq=to provide ' for employees p �t kis sptot,- an arsp£ayee is deaoed as a_Cvmy person in fne saTim of mother units'any contract ofhie, express ar iu:�ied, oral or wri ttE . An Tamper 1s defined as�n per,association,Dmpo-®.or otbca legal efity,or any two or more of fhee m a o; and inc n the legal repr=cgtdves of a deceased 1 er-or the ����� J �P oY. ' reLeivzr=trustee of an ni nl parl�big,association or after legal entity,emPleying employees_ However ffie owner of a dwefFmg hanse havmgwtmorr,fban.three apartmeEds and who resides{herein,or$ie occ.-npant of fhe ' e house ¢sons to do mai�ance consttvciion.or air work on such ays IIm g dwelling hQBse of another who er�Ioys p , _ �P t of �or boil � therefn shall not because oL rush employmra�be deemed to be-an empl 5 er. or on$e � � I CSI,rha er 15:, §25C(6)also states that¢every sf$te or local licensing agm sha11 wifblrold ffie issuance or renewal of a� e or permit ermit toOperate a brrsk=or to construct buildings in the commonwealth for any a Rance, flxe intm-ance:cover& e r d. is with apppPcant who has not prodgced acceptable evidence of co P g eq� A drlifi anal y,MGL chapter 152,§25C(7)sw==Ncithea ffia commonwealth nor any of its political subdivisions shall r ' the inst = enter into any cantr-art for prance of public w�> acceptable evidence of carrxplian vrirh a b res=ttd to the anth a . requirements of fins chapf�h ve een p r,��_r�c nary. . Applicants Please fill or± the Y1oikms'compensation affidavit completely,by cht-_rl giiie boxes that apply to your situation and,if necessary, SETpply stJb-contrac�r{s)name(s).addressees)EMAph-one-Trn Cr(s)along wlth'd: i cerELcatr_cs) of m. U ited Liab anie:s C)or LimitedLiabiliiy Partnerships(LLP)wthno employees other titan the insQran Comp (LL en members or parfneas,are notr$quusd to carry workers'comp employees;a policy is requited_ Be advised that this affidavitm sation insurance_ If an LLC or Id.P does have ay be submitbt�d tD the Department of Industrial Accidents for confrmaiion of**l=-znce coveasge. Also be sure to sign and dare the affidavit Th e&$davit shou_1 d o licaase is be a not the De art n ent of . be rztnmed is the erty or town that the zpphwtaz far ,1}e pc�rt r ��u � )? Industrial Accidents. Should you have any questions rK�t-e lavr or you are regnsed to obtain a *orkeis' compensation policy,please call the Department at the number lister below. Self iI]SIII'ed.companies should enter their selfLin�=license namliar on the appropriate at. City or Town Officials : ... . �_;. . �.x Please be sure:phut t$e affidavit.is wnrple#E and print IegiBly- Tlie Department firs provided a space at!he bust a o f the affidavit for you is fin out in the event the Office of 3nvesiigafins s has to contact you regardi�ag�e applican"t ' Please be sore:to in the pezrnitllicense number whicli be used as a reference nr�nb er, In ad d id on,an applicant.. that must sobmlt multiple pennitllicease applizaiions in any give;&year,need only sobmif one affidavit indicating current ' - n and under .Tob Sit$Address r the licit should virite&all locations in (city or policy mfnrma-ion(rf ecessary) applicant town)."A copy of the affidavit that has been officially stamped or mimed by the city or town may be provided idle applicant as proof that a valid affidavit is on fIe fur R±=permits or lieeases. Anew affidavit must be filled 1)1±each year.Where a home owner or citi� is obtaining a license or permit not irlated fn'any business or commercial yentrlre (i_e.a dog license or permit to b=:n equiz$d leaves etc.)said person is NOT r to complete this affidaitit The Office of Inve:5tigations would him to thank you in advance for your cooperation,and shouldYuu have any.qut5Ebns, please do nothe;lT{'HtPP tD giveIIS a call_ - . The Departmcnfs address,telephone and faxnumber: - t aft Con-manwf-,Hla ofMaMachv D mmt r f In-d �AQ6dwt& _ of ��p�T{`L R=4 6I7-727-' 4� ® ® � W YYV� V ViW• I � � o o June 8, 2015 Mr. Thomas Perry, Building.Commissioner- Town of Barnstable -Building Department'- ; 200 Main Street Hyannis, MA 02601 Re: Bed, Bath and Beyond Landlord's Work Southwind Plaza . 65 Independence Drive Hyannis, MA 02601 Dear Mr. Perry: On behalf of OCW Retail=Hyannis; LLC (as owner of Southwind Plaza), this letter is submitted as evidence of Owner's consent and authorization for"DMR Construction, Inc. and/or their authorized agents to perform above mentioned work at the above referenced location. OCW Retail-Hyannis, LLC By: OCW New England Retail Holdings, Manager ? z By: TAD Ne England,LLC ; a By: Manager Cc: K. Burke (TWC). : 11 Boylston 11 1 Boston, 02199 PHONE 00 1 FAx 617.247.4044„ BL!ILDINQ .EN©INEERY,NG R,ESOVRCES,„INC._ Commonwealth of Massachusetts State Building Code 780 CMR, 8th Edition Chapter 9 Fire Protection Systems 780 CMR — 903.1.1 Narrative Report Southwind Plaza Bed Bath & Beyond Hyannis, MA BER Project #14235 April 10, 2015 Prepared By: Chris Uniacke—Fire Protection — Fire Alarm 66 Main Street North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER@BER-engineering.com Southwind Plaza Bed Bath&Beyond—Hyannis,MA/BER#14235 April 10,2015 ti Page 1 780 'CMR 903.1.1 — Narrative Report Ma) BASIS—METHODOLOGY OF DESIGN Section 1 —Building Description A) Building"Use"Group: M-Mercantile B) Total Area of Building: 36,789 S.F. C) Building Height: 30'-0" D) Number of Floors Above Grade: (1) E) Number of Floors Below Grade: (0) F) Square Footage per Floor: 36,789,S.F. G) Type(s)of Occupancies (Hazards)within the Building: M-Mercantile H) Type(s)of Construction: II-B 1) Hazardous Material Usage and Storage:N/A J) High Storage (over 12 feet) of Commodities within Building: N/A K) Site Access Arrangement for Emergency Response Vehicles: Truck access via(1) fire hydrant located in parking area at front of building. Fire Department connection located at right hand side of front entrance. Note: All Section 1 input is in accordance with the architectural design. BER is not responsible for the classification of the structure or the associated architectural design. Section 2—Applicable Laws, Regulations and Standards A) 780 CMR Massachusetts State Building Code—8`"Edition. B) Applicable NFPA Standards and Edition used for design of each specific Fire Protection System (unless otherwise indicated, shall be the latest codes and standards accepted by The Commonwealth of Massachusetts). 1. NFPA 10 —"Portable Fire Extinguishers" 2. NFPA 13 "Installation of Sprinkler Systems" 3. NFPA 24 —"Private Water Service Mains" 66 Main Street I North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER@BER-engineering.com, P:\14235 Bed Bath&Beyond Hyannis\Con•espondence\0-Narrative Report(FP FA Systems)April 10 2015.doc Southwind Plaza Bed Bath&Beyond Hyannis,MA/BER#14235 April 10,2015 Page 2 4. NFPA 25 — Inspection and Testing of Water Based Fire Protection Systems 5. NFPA 30 —"Flammable and Combustible Liquids Code" 6. NFPA 54 —"National Fuel Gas Code" 7. NFPA 70 —"National Electrical Code" 8. NFPA 72 —"National Fire Alarm Code" 9. NFPA 90A —"Installation of Air Conditioning and Ventilation Systems" 10.NFPA 101 —'Life Safety Code" C) Hyannis Fire Department Fire Alarm Order 93-1; local bylaws and ordinances D) 521 CMR"Architectural Access Board" E) 527 CMR"Board of Fire Prevention Regulations" including 527 CMR Ch 12 "MA Electric Code" F) ADA(Americans with Disabilities Act) G) Federal Laws H) OSHA I) UL 555S—Smoke Dampers and Combination Fire Smoke Dampers .) ASTM E 84—Test Methods for Surface Burning Characteristics of Building Materials K) ASTM E 119—Test Methods for Fire Tests of Building Construction and Materials L) ASME A 17.1 —Safety Codes for Elevators and Escalators Section 3 —Design Responsibility for Fire Protection Systems A) Building Engineering Resources (BER),Professional Engineers,has fully engineered, designed(complete layout and calculations) and specified the Fire Protection Systems to be installed. BER will review the Installing Contractor's shop drawings. The PE is considered the engineer of record and certifies system installation for code compliance at completion. B) The Hyannis Fire Department shall review and approve final shop drawings before installation for code compliance at completion. Section 4—Fire Protection Systems To Be Installed FIRE SUPPRESSION 66 Main Street I North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER@BER-engineering.com P:\14235 Bed Bath&Beyond Hyannis\Correspondence\0-Narrative Report(FP FA Systems)April 10 2015.doc . Southwind Plaza Bed Bath&Beyond—Hyannis,MA/BER#14235 April 10,2015 Page 3 A) The Fire.Suppression System water service shall be fed from an 8"tap from an existing service main. There will be one main 6" double check valve assembly at the fire services entrance into the building. The latest flow test data available from date and source,is 64 PSI static with 56 PSI residual while flowing 964 GPM. 1. Fire Department inlet connections shall be provided at right hand side of front entrance for boosting pressure to the entire system. Each location is located within 100 feet of a hydrant and is equipped with check valves and ball drips.Nameplate on the fire department connection shall be labeled"AUTO SPKLR STANDPIPE". B) Sprinkler Systems shall provide 100%coverage and in general be as follows: 1. Offices, open areas, conference rooms, lobbies,toilet rooms, and similar occupancies shall meet the requirements of Light Hazard Occupancy with a density of 0.10 GPM per square feet over the hydraulically most remote 1,500 square feet. 2. Entire floor space of empty core/shell except areas listed above shell meet requirements for solid shelf storage of class I through IV commodities up to 16'-0" in height which refers to NFPA 13 rack storage protection criteria. The space shall meet the density of .049 gpm/sq. ft. over the hydraulically most remote 2,000 sq./ft. and have a hose stream allowance of 500 gpm. FIRE ALARM A) An addressable Fire Alarm. System shall be provided for initiation device monitoring and evacuation signal initiation. The fire alarm control panel shall obtain backup power via internal batteries with 60 hours of capacity. 1. Initiation Devices shall include: a. Manual pull stations shall be provided at each egress,upper floor stairwell entries and at the stage lighting control console. b. Sprinkler flow and tamper switches. c. Smoke and heat detectors located in accordance with NFPA requirements. Detectors shall be analog addressable to provide means of alarm verification and define maintenance cycles. d. Analog addressable duct smoke detectors located in accordance with NFPA requirements. Provide addressable control modules for interface with the HVAC equipment for automated shutdown. e. The building shall be provided with 100% smoke detector coverage for the egress paths (corridors and stairwells). f. The building shall be provided with 100% smoke detector coverage to supplement the life safety protection of the proposed Sprinkler System. 66 Main Street I North Easton,Massachusetts 02356 T 509.230.0260 F 508.230.0265 BER@BER-engineering.com P:\14235 Bed Bath&Beyond Hyannis\Correspondence\0-Narrative Report(FP FA Systems)April 10 2015.doc Southwind Plaza Bed Bath&Beyond—Hyannis,MA/BER#14235 April 10,2015 Page 4 2. Alarm notification shall be via horn/strobe units in compliance with ADA requirements for strobe illumination levels. Strobe shall be synchronized. 3. Wiring methods for all fire alarm initiation and notification circuits shall be Type MC where concealed and EMT where exposed interior. MC shall be listed for fire alarm service and identified as fire alarm service by red spray and painted couplings and junction box covers. 4. The Fire Alarm System shall be interconnected with the Lighting Control and Dimming Systems. Lighting shall be brought to full illumination and Sound Systems muted upon. an alarm signal B) The Fire Alarm System shall be interconnected with the Security System to unlock all stairwell doors upon an alarm signal. C) Fire department notification shall be via the existing building tie-in. A base building Fire Alarm system monitor module shall be connected to the Bed Bath&Beyond Fire Alarm system to notify the Hyannis Fire Department of an alarm condition. Section 5 —Features Used in the Design Methodology A) Building occupant notification is automatic via horn/strobe units installed in accordance with NFPA and ADA requirements. All evacuation zones shall be simultaneously notified. B) All existing systems shall be maintained throughout the construction and modification of the existing space. A fire watch shall be provided during any impairment to the fire suppression or Fire Alarm System in accordance with Authority Having Jurisdiction requirements. Any impairment to the existing system shall be reviewed with the Authority Having Jurisdiction prior to commencing work. C) Future fire alarm testing, maintenance of systems and documentation shall be per NFPA-72. The Electrical Contractor shall provide a one-year maintenance contract on the Fire Alarm System for the duration of the warranty period. The Contractor shall provide code mandated testing and documentation on a quarterly basis as required by written regulation in NFPA-72. Section 6—Special Consideration and Description A) This project does not deviate from the prescriptive code requirements included in the referenced Laws, Regulations or Standards. (Lb) SEQUENCE OF OPERATION Section 1 66 Main Street I North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER@BER-engineenng.com P:\14235 Bed Bath&Beyond Hyannis\Correspondence\0-Narrative Report(FP FA Systems)April 10 2015.doc Southwind Plaza Bed Bath&Beyond—Hyannis,MA/BER#14235 April 10,2015 Page 5 FIRE SUPPRESSION A) Wet Pipe Sprinkler System: Heat produced from a fire melts the fusible link or glass bulb on a single sprinkler head or group of sprinkler heads causing the sprinkler(s)to open. 1. Fusible links are rated as follows: a. Quick Response Heads: 165°F r b. Standard Response.Heads: 286°.F c. Intermediate Response Heads: 212°F Water from the water filled pipe is.discharged immediately from the sprinkler head(s) to control the fire. The fire department may connect to the fire department connection(s) and pump additional water to supplement the system. Sprinkler System water flow alarms activate upon system flow and indicate to the fire alarm control panel an alarm condition. The sprinkler(s) continue to flow water until manually shut off. FIRE ALARM A) The operation of a manual station or activation of any automatic alarm initiating device (smoke, heat, water flow) shall automatically: 1. Sound all audible devices throughout the building in a synchronized code 3 temporal pattern. 2. Flash all visual signals throughout the building in a synchronized fashion. 3. Flash'an alarm LED and sound an audible signal at the fire alarm control panel. Upon Acknowledge, the alarm LED shall light steadily and the audible shall silence. Subsequent alarms shall re-initiate this sequence. 4. Initiate the transmission of an alarm to the Municipal Fire Station-via the master box or auto dialer. 5. Visually indicate the alarm initiating device type and location via the LCD display located at the fire alarm control panel. 6. Visually annunciate on all system annunciators the initiating device type and location. 7. Activate the outside weatherproof beacon. 8. Record the alarm in the event history log, and print a record of the alarm on the system printer where applicable. 66 Main Street I North Easton,Massachusetts 02356 1 T 508.230.0260 F 508.230.0265 BER@BER-engineering.com PA14235 Bed Bath&Beyond Hyannis\Correspondence\0-Narrative Report(FP FA Systems)April 10 2015.doc 0 ` Southwind Plaza. Bed Bath&Beyond—Hyannis,MA/BER#14235 April 10,20.15 Page 6 9. Alarm by an elevator lobby smoke detector shall recall all elevators that serve the lobby to the group floor. If the alarm initiates on the ground floor,return the elevator to the floor above or as directed by the local authority having jurisdiction. 10.Activate prioritized output relays to shut down affected supply and return air handlers, and initiate stairwell and elevator pressurization or smoke exhaust fans as required-. 11. Operate prioritized outputs to release all magnetically held smoke doors and magnetically locked doors throughout the building. B) The operation of a sprinkler tamper, a duct smoke detector, Sprinkler Pre-action or Deluge System supervisories, kitchen Fire Suppression panel supervisories shall automatically: 1. Flash a supervisory LED and sound an audible signal at the fire alarm control panel. Upon Acknowledge, the supervisory LED shall light steadily and the audible shall silence. Subsequent supervisory shall re-initiate this sequence. 2. Visually indicate the supervisory initiating device type and location via the LCD display located at the fire alarm control,panel. C) The report of a power failure, ground fault or open circuit shall automatically: 1. Flash a supervisory LED and sound an audible signal at the fire alarm control panel. Upon Acknowledgement,the trouble LED shall light steadily and the audible shall silence. Subsequent trouble shall re-initiate this sequence. 2. Visually indicate the supervisory initiating device type and location via the LCD display located at the fire alarm control panel. D) All major equipment added shall be identified with signage indicating location and unique operational and design features readily apparent and or delineated with additional signage affixed adjacent to the equipment. E) Activation of single station smoke detector shall sound integral alarm signal only and shall not be connected to control panel. (1.0 TESTING CRITERIA Section 1 —Testing Criteria FIRE SUPPRESSION A) Final Acceptance Test 66 Main Street I North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER@BER-engineering.com P:\14235 Bed Bath&Beyond Hyannis\Correspondence\0-Narrative Report(FP FA Systems)April 10 2015.doc Southwind Plaza Bed Bath&Beyond—Hyannis,MA/BER#14235 April 10,2015 Page 7 1. The Contractor shall notify the Owner's Representative a minimum of five (5)business days before the Final Acceptance tests are to be conducted to allow scheduling of observation if desired. 2. The Contractor shall notify the Authority Having Jurisdiction a minimum of five (5) business days before the Final Acceptance tests are to be conducted to allow scheduling of observation if desired. 3. The Fire Suppression System and associated equipment shall be tested in accordance with NFPA 13, and provisions of 780 CMR. 4. The testing shall include but shall not be limited to the following: a. Receipt of complete and signed Contractor's material and test certificates b. Hydrostatic testing of all interior piping to 200 psi shall be conducted, which shall be maintained for two (2) hours without pressure loss. Pressure gauge shall be installed at the low elevation point in the system. C. The backflow preventor assembly shall be forward flow tested to ensure proper operation at maximum system demand. d. Flow test each water flow device and associated alarm interconnection to ensure an audible alarm is initiated within 90 seconds of flow initiation and continues until flow Stops. e. The main drain valves shall be opened and remain open until the system pressure stabilizes. Static and residual pressures shall be recorded on the Contractor's test certificate. 5. A written report shall be submitted detailing the results of all final testing including: a. A copy of fire alarm control panel printer output verifying proper operation of each device in alarm or trouble, time stamped throughout the testing process. b. Final System Acceptance in accordance with NFPA-72 and BER Engineers project requirements shall be formally documented utilizing a form similar to"Record of Completion"as included in Figure 4.5.2.1 of NFPA-72, FIRE ALARM A) Preliminary Tests 1. The Contractor shall notify the Owner's Representative 10 business days before the preliminary tests are to be conducted. 2. The Fire Alarm System and associated equipment shall be tested in accordance with NFPA 13, 14, and 72, and provisions of 780 CMR. 66 Main Street I North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER@BER-engineering.com PM 4235 Bed Bath&Beyond Hyannis\Correspondence\O=Narrative Report(FP FA Systems)April 10 2015.doc Southwind Plaza Bed Bath&Beyond—Hyannis,MA/BER#14235 April 10,2015 Page 8 3. The Contractor shall perform insulation testing (megger), continuity and loop resistance checks on all system conductors to determine that the system is free from grounded, shorted, or open circuits. These tests shall be conducted prior to the installation of fire alarm equipment. Loop resistance measurement shall verify that the loop resistance does not exceed the Manufacturer's specified limits. Corrections shall be made and the system shall be retested to assure if deficiencies are found. 4. The Contractor and Fire Alarm System Manufacturer shall perform complete functional and operational performance tests. Testing shall include verification that the circuits and components are electrically supervised and operate as intended. 5. A written report shall be submitted detailing the results of all preliminary testing shall accompany the request for final acceptance test. The written preliminary test report shall be submitted with: a. Copy of fire alarm control panel printer output verifying proper operation of each device in alarm or trouble,time stamped throughout the testing process. b. The Operations and Maintenance Manual for the system. c. The record(As-built) drawings. B) Final Acceptance Test 1. The Contractor shall notify the Owner's Representative a minimum of five (5)business days before the final acceptance tests are to be conducted to allow scheduling of observation if desired. 2. The Contractor shall notify the Authority Having Jurisdiction a minimum of five (5) business days before the final acceptance tests are to be conducted to allow scheduling of observation if desired. 3. The Fire Alarm System, other systems and equipment associated with the Fire Alarm System and accessory equipment shall be tested in accordance with NFPA-72. The listed tests in NFPA-72 Table 14.3.1 shall be conducted as well as Manufacturer and job specific procedures to verify that the circuits and components are electrically supervised and operate as intended. 4. The test shall include but shall not be limited to the following: a. Visual inspection of all wiring connections. b. Test of each function of the control panel. c. Test of each circuit in both trouble and normal modes. d. Tests of each alarm initiating device in both normal and trouble conditions. Open the circuits at each alarm-initiating device to test the wiring supervisory feature. e. Tests of each control circuit and device. f. Tests-of each alarm notification appliance, in both. Open the circuit as each notification appliance to test the wiring supervisory feature. 66 Main Street North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER@BER-engineering.com PM 4235 Bed Bath&Beyond Hyannis\Correspondence\0-Narrative Report(FP FA Systems)April 10 2015.doc Southwind Plaza Bed Bath&Beyond—Hyannis,MA/BER#14235 April 10,2015 Page 9 g. Provide copy of fire alarm control panel printer output verifying proper operation (alarm; trouble, etc.) for each device with time stamp enabled throughout the testing process. h. Tests of the primary and secondary power supplies and associated loss of each. i. Complete operational tests under emergency power supply. j. Ground fault monitoring circuit function. k. Measurement of sound pressure levels in all rooms of the protected space. 5. A written report shall be submitted detailing the results of all final testing including: a. Copy of fire alarm control panel printer output verifying proper operation of each device in alarm or trouble,time stamped throughout the testing process. b. Final system acceptance in accordance with NFPA-72 and Building Engineering Resources'project requirements shall be formally documented utilizing a form similar to "Record of Completion"as included in Figure 10.18.2.1.1 of NFPA-72. Section 2—Equipment and Tools A) The Contractor shall provide all required tools and equipment necessary to perform full functional testing as outlined. As a minimum these items shall include: 1. NPFA Forms 2. Manufacturer's Instructions 3. Sequence of Operation 4. Smoke candles 5. Sound meters 6. Voltage Meters 7. Flow Measuring Devices 8. Gauges 9. Communication Radios 10.Printer or data transfer device for recording each fire alarm control panel event Section 3 —Approval Requirements A) The Contractor shall obtain written acceptance of the-installed system from the Authority Having Jurisdiction prior to requesting a Certificate of Occupancy. B) The Contractor shall replace and/or repair each system or component of a system that fails to pass the Final Acceptance Test satisfactorily. Preliminary and Final Testing shall be rescheduled and testing shall be conducted until compliancy,is fully demonstrated. The Contractor shall be liable for all additional charges as a result of retesting. C) Final certification shall be provided from the Contractors that the installation is in accordance with the contract documents and all applicable codes. The Engineer shall certify that the installation is in compliance with 527CMR 901.5.1 requirements. 66 Main Street I North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER@BER-engineering.com P:\14235 Bed Bath&Beyond Hyannis\Correspondence\0-Narrative Report(FP FA Systems)April 10 2015.doc Southwind Plaza Bed Bath&Beyond—Hyannis,MA/BER#14235 April 10,2015 Page 10 D) Operations Manuals and Record As-built drawings shall be submitted with any modifications as a resultant of changes that were dictated from the Final Testing process. E) The Owner shall provide an emergency contact list for use by the Authority Having Jurisdiction in the event of an emergency at the protected property. END OF NARRATIVE 66 Main Street North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER@BER-engineering.com P:\14235 Bed Bath&Beyond Hyannis\Correspondence\0-Narrative Report(FP FA Systems)April 10 2015.doc April 16, 2015 Bed Bath & BEYOND At Southwind Plaza 65 Independence Drive Hyannis, MA Building Permit Application Project Description: Proposed to demolish and remove existing single story building 7,292 sf and canopy entirely. Proposed selective demolition to single story commercial structure 22,070 sf. and construct new mezzanine 1,025 sf. and created an expanded tenant shell space with new single story commercial structure 14,605 sf for a proposed Bed, Bath and Beyond retail store. Building construction includes concrete foundation, steel roof framing new mezzanine, steel framed walls and CMU bearing walls, EPDM roofing, new storefronts, Mechanical, Plumbing and fire protection as required. Proposed Construction Type 2B Town of Barnstable 039. Regulatory Services B BSTABI,E Richard.V.Scab,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street,. Hyannis;MA 026.01 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230' January 13,2015 OCW Retail—Hyannis LLC c/o The Wilder Companies c/o.Mr. Matthew Eddy,P.E. Baxter Nye Engineering& Surveying 78 North Street, 31 Floor Hyannis,MA, 02601 RE: Site Plan Review 039-14 Bed Bath &Beyond 990 Iyannough Road and 65 Independence Drive,Hyannis Proposal; Expansion of the prior,"Old Navy space in Southwind.Plaza to create anew Bed Bath&Beyond.retail space: The demolition of three small existing store spaces and the reconstruction/infill of a new addition will be performed.to create the additional gross floor area of 8,338 s.f. Site improvements for the new building will include modification.to the existing utilities as required. Dear Mr.Eddy: Please be advised that subsequent to the formal site plan review,meeting held on December 4, 201.4,revised plans for the above proposal were administratively approved subject to the following: a Approval is based upon,.and must be substantially constructed in accordance with plans entitled`Bed Bath&Beyond at Southwind Plaza,,990 Iyannough Road& 65 Independence Drive,Hyannis;,MA"prepared for OCW Retail Hyannis LLC c/o: The Wilder Companies,Ltd. by Baxter Nye Engineering.& Surveying.-Hyannis,MA, 11 Sheets; dated November.25, 2014 with final revisions to Sheets C0.0, C3.1,C4.0,C5.0 and C6.0 dated January,5,.2015; ® A lighting detail and photometric plan for the driveway and affected parking area must be submitted for approval prior to the issuance of a building permit. Consultation and approval of Hans Keijser, Supervisor,Hyannis Water Department regarding design of a new dedicated water connection for Bed Bath and Beyond will be required. Contact: 508-778-9617,Ext. 3502. ® Applicant must obtain all other applicable permits, licenses.and.approvals required. a Upon completion of all work, a registered.engineer or land.surveyor shall submit,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. A copy of the approved site plan will.be retained on file: Sincerely,. Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator 5 cc Torn Perry, Building.Commissioner Hyannis FD Roger Parsons,.DPW Hans Keijser, Hyannis Water f 1 d �C\- FTHE Tp� O Town of Barnstable W NAM LE, ' BARNS , Regulatory Services 'OlEp►�(a Richard V. Scali,Director 1639-2014 �Dg Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 January 13, 2015 OCW Retail—Hyannis LLC c/o The Wilder Companies c/o Mr. Matthew Eddy, P.E. Baxter Nye Engineering & Surveying 78 North Street, P Floor Hyannis,MA 02601 RE: Site Plan Review 039-14 Bed Bath&Beyond 990 Iyannough Road and 65 Independence Dr've, Hyannis Proposal: Expansion of the prior"Old Navy" space in Southwind Plaza to create a new Bed Bath& Beyond retail space. The demolition of three small existing store spaces and the reconstruction/infill of a new addition will be performed to create the additional gross floor area of 8,338 s.f. Site improvements for the new building will include modification to the existing utilities as required. Dear Mr. Eddy: Please be advised that subsequent to the formal site plan review meeting held on December 4, 2014, revised plans for the above proposal were administratively approved subject to the following: • Approval is based upon, and must be substantially constructed in accordance with plans entitled "Bed Bath&Beyond at Southwind Plaza, 990 Iyannough Road& 65 Independence Drive, Hyannis, MA"prepared for OCW Retail—Hyannis LLC c/o: The Wilder Companies, Ltd. by Baxter Nye Engineering& Surveying, Hyannis, MA, 11 Sheets, dated November 25, 2014 with final revisions to Sheets C0.0, C3.1, C4.0, C5.0 and C6.0 dated January 5, 2015. A lighting detail and photometric plan for the driveway and affected parking area must be submitted for approval prior to the issuance of a building permit. o Consultation and approval of Hans Keijser, Supervisor, Hyannis Water Department regarding design of a new dedicated water connection for Bed Bath and Beyond will be required. Contact: 508-778-9617, Ext. 3502.: ® Applicant must obtain all other applicable permits, licenses and approvals required. . i Upon completion of all work, a registered engineer or land surveyor shall submit 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(honing Section 240-105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. A copy of the approved site plan will be retained on file. Sincerely, Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator cc: Tom Perry, Building Commissioner Hyannis FD Roger Parsons, DPW Hans Keijser, Hyannis Water �+ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Z— ✓ Parcel O 15 / 0v VAC Application # C>0/ 5 y la ? 7 Health Division Date Issued %-IT Conservation Division "f - I E) Application Fee /00 Planning Dept. Permit Fee ✓1 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 5QL TK W 1Nb F',z, 6� (W n pd C�1Z l-�`1h�I�INIs Village Owner '6V-0 Q2>K 'h -r Q>f—; OPC> Address (.46 WGE4_0 40f_ . UNt6p Telephone Permit Request I WrEnjoCZ f=l f-"P e6gL t4" f &p r t`Cie D L_'�NrK 24 Square feet: 1 st floor: existi nV I� proposed f r' 2nd floor: existing proposed Total new -- Zoning District Flood Plain Groundwater Overlay Project Valuatiof*Cb0 _ Construction Type (3 Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) = r s Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's'Hlighway: 0 Yes D❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft)t Number of Baths: Full: existing new Half: existing new. Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 14 Gas ❑ Oil ❑ Electric ❑ Other Central Air: Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use K ClLCdq��l"f Lti- Proposed Use h- r llz 2C'AI-)T'I c-IZ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 015AI.�s g"(rfij lephone Number- Address q CAI License# W b4F__' I 4;;4� tees 0 Home Improvement Contractor# Email G-C�!,O aKAD G t. 66P-4, Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR DATE d # FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED 4 MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME - INSULATION FIREPLACE ELECTRICAL ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING i DATE CLOSED OUT ASSOCIATION PLAN NO. i V KAM November 10, 2015 Mr. Thomas Perry, Building Commissioner Town of Barnstable -Building Department 200 Main Street Hyannis, MA 02601 RE: Bed,Bath and Beyond Tenant Building Permit Application for Fit-Out Southwind Plaza. 65 Independence Drive Hyannis,MA 02601 Dear Mr. Perry: On behalf of OCW Retail-Hyannis, LLC (as Property Owner of Southwind Plaza), this letter is submitted as evidence of Property Owner's consent and authorization for Dean Associates Architects, Inc. as agent for Bed, Bath & Beyond; to file an application for Building Permit for work to be performed at the above referenced location for Bed, Bath and Beyond(Tenant). OCW Retail-Hyannis,LLC By: OCW New England Retail Holdings,LLC Manager By: jJe7n gland, LLC By: Manager cc: K. Burke (TWC) the Comnrornpealtih o f1Massackusetts �-� Dvartwent ofIndustrialAccidews - Offike of lm,whkadans. 600 Washington Street Easton,MA 0111 wYtn-v mass govfdia Workers' Cumpensafion Insurance Affidavit:Bider-JCuntrac-tnrs)Electricians/Phumhers Applicant Infarmafian A, Please Frint Leggib ��me(Susmesst'Gz'gau�4ionlladrv�nal}_ ��� I�SChC,�(�r�� /�C-�l'C��P1l'� �G . Address: G( QA1 VaoAo �/ � 4 Are you an employer?Check the appropriate box: Type 4f project(required): 1.❑ I am a employer with 4 ❑I am a general contractor and I G. ❑New consfzntction employees(full an loi part-time)* have lured:the sub-contractors 2. am a sale proprietor orpartner- listed on the attached sheet; 7. Remodeling ship and have no employees These sub-c=tractars have g_ ❑Demolition woddng far me in any capacity. employees andhave workers' jNo ivar)�ers'comp.insurance comp_msrrraut5e.t - 9. ❑Building addition regained-] 5- ❑ We area corporation and its 16❑Electrical repairs or additions 3.❑ I am a homeoumer doing all work officers have exercised their 11.❑Flumbingrepairs or additions myself. o workers' Tight of exemption per MGL c.152 §1(4h and we have no 1?.❑Roofrepairs employees.(Noworkere 13.❑`Other comp-insurance wired.) •Any W_Hcrsettitatcbeclabox rl East Elsa Moutthe sectiaabdowshmdag ifieawu&exe eampenssatioupo&-yinfurmauan- #Someowaers who submit ibis Efiidauf imBcatiug they Ere daiag RU waxk End then hire outside contractors oast submit a new affidavit indieatioe SUCIt Z03 ' tors ifist check this ba K must attached=additiand sheet shouting the name of the sub-contmaom and state whether or nut those entities 1mve employees.Ifthesuh••caatactotshave employee%dLeymustpmvide their workent c=p.porky number_ I ant art empioywr that is pretrzdirrg workers'congmtsadan irmirancefor my errWiuyees $eloty is the po cy and job site irformaliom Insurance Company Fame: Policy'or Self--ins.Lic.;g: Dxvirafion Date: Job Site Address: QW/StateJzip: Attach a cop} of the workers'compensationpolicy declaration page(showing the policy number and expiration date). Failure to secure coverage as required.under Section 2 5.A of MGL c 152 can lead to the imposition of criminal penalties of a fine up to$150U 00 andl'or one-year imprisDnme."t as Well as civil penalties is the form of a STOP WORK ORDER and a fine of up to$250_00 a day against the violator. Be addsed that a copy of this statement xnay.be forwarded to the Office of Imuest gataons of the DIA far insurance coverage wrificatim I rIo hereby cRrti raid the t ar d rtahFies a.peguty thatthe ucfbrwa€fonprm rlcd abmv is drtrs mid correct Simature: Date- 1 ZLti71 Phone 0.7 5q QBkfi I use artly. Do ant write in this area,to be completed by tfty artntrn oj71C at City or'Ianu: PermitUcense# Issuing A.uflwr4(tdrde one): L Board of Health 2.Buff rng Department 3.O`itpTown Clerk 4.Electrical hupeetor 5.Plumbing Inspector 6.Other Contact Person: Phone#• �Taformation and Instructions ; Massa�huse#ts Guns-g Laws chapter 152 requires all employers'to provide worker''compensation for their employees. pmsuaatto this side,an e ipkyee is defined as., every person in the service of another under any contract ofhire, . express or implied,oral or wrh=t " Ant errpIvye is defined as"an individual,par[nersl�,association,corporation or aches legal entity,or any two or more of the foregoing engaged in a Joint enterprise,and mcludmg the legal representatives of a deceased employer,or the receiver or trustee of an mdividaal,partnership,association or otherIegal entity,employing employees. However the owner of a.dwelling house having not morr,than three apartments and who resides therein,or the occupant of the - dweTTmg house of another who employs persons t D do mahtenan ce,contraction or repair work.on such dwelling house or on the grot ai& or building appurtcn.arit thereto shag not because of such employment be deemed to be an employer." MGL chapmr 152,§25CC6)also states that'every state or local ficeasiug agencg shall withhold the issuance or renewal of a ficense or permit to operate a bus n6ss or to cons-Eruct buxldiags is the commonwealth for any applicant who has not produced acceptable evidence of compliance Wi&the insurance coverage required_" Additionally.MGL chapter 152, §25C(7)states'Neither the counnQnwPaTth nor nay ofi6 political subdivisions shall enter inti any c out ract for the performanteofpu k-bhoworunil tacceptabl If ce evidenofcompliancewiththeinSUa nce.. o• rez m om cuts of this chapter have been pres ented to the contracting auth fi-Y- APPlicaarfs Please fil out the wormers'compensation affidavit completely,by chec the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), address(es)and phone nnmber(s) aIong with their ceriifrcate(s)of i„surance. LinaTtPd Liability Compames(LLC)orLimitt-_dLiability Parinerships.(LLP)withnoemployees Other than the members or partners,are not requi ed to easy wormers' compensation Dance If an LLC or LLP does have employees,apolicy is regoired. Be advised that this aftidaYit may be submitted to the Department of Industrial Accidents for confumalion of ins =ce coverage Also be sure to sign and date the affidavit The affidavit should c or town that the application for the ennit or license is being requested,not the Department of ed to$e P be r•efrnn city aPP , r a Accidents. Should you have airy questions regarding the law or i fyou are requaed in obtain a workers compmsationpoliey,please call theDepartnematthennmberlistedbelow. Self-insuredcompaniesshouldentertiiea s elf-m�ce license number on the appropriate line. City or Town Of f - Please be sure that the affidavit is complete and primed legibly. The Department has provided a space at the bottom of the affidavit for you to fill.out in the event the Office of Investigations has to contact you.regax ding the applicant Please be sine to fill in the penmincense nu;nber which will be used as a reference number. In addition,an applicant that must submit multiple penitllicanse applications in any given year,need only submit one affidavit indicating current policy ini�rmation�if necessary)and under"lob Site Address"tie applies should wufie'all locations n (�'or 'Dwn)_"A copy of the•affidavit that has been officially stomped or marked by th city or town maybe provided to the applicant as proofthat a valid affidavit is on file for futm pe m#3 or licenses A new affidavit must be filed out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (Lt. a dog license or permit to bum leaves etc.)said person is NOT req�red to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any qu ons, please do not hesitate to give us a call- The I}epartmenfs ad_��, ep - - • e C:G.MraanWeattbE of Massachtsi tts . I gmtntt of 1iadustda Aoc!Zent-, of of Investigati= Tf-L4' 617` 27-4 �- 4-06 or 14M--MA SSA Fax#617-727 7M Revised 4-24 07 w w mas5-govf dia f. COMcheck Software Version 4.0.1 Interior Lighting Compliance Certificate g g p Project Information Energy Code: 2012 IECC Project Title: Bed Bath&Beyond Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: Southwind Plaza BED BATH&BEYOND CASCO 65 Independence Drive 650 Liberty Ave 10877 Watson Road Hyannis, MA 02601 Union, NJ 07083 St. Louis, MO 63127 908-688-0888 314-821-1100 Additional Efficiency Package Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calculations. Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (M) Watts/ft2 (B X C) 1-BBB(Retail) 36342 1 .30 47245 Total Allowed Watts= 47245 Proposed Interior Lighting Power A B C D E Fixture ID: Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-BBB(Retail) Linear Fluorescent 1:A16:16'Strip:48"T8 32W:Electronic: 4 214 145 31030 Linear Fluorescent 2:Al 2:12'Strip:48"T8 32W:Electronic: 3 17 113 1921 Linear Fluorescent 3:A8:8'Strip:48"T8 32W:Electronic: 2 30 77 2310 Linear Fluorescent 4:A4:4'Strip:48"T8 32W:Electronic: 1 60 38 2280 Linear Fluorescent 14:68:8'Strip:48"T8 32W:Electronic: 2 16 48 768 Linear Fluorescent 15:134:4'Strip:48"T8 32W:Electronic: 1 11 25 275 Linear Fluorescent 8:BR6:High Bay:48"T8 32W:Electronic: 6 2 . 216 432 Linear Fluorescent 5:DID 1:2'x4'Lay-In:48"T8 32W:Electronic: 2 11 47 517 Linear Fluorescent 6:DM:2'x4'Lay-In:48"T8 32W:Electronic: 4 11 93 1023 Linear Fluorescent 16:E:Wall:48"T8 32W:Electronic: 2 3 24 72 Linear Fluorescent 13:G:3'Strip:36"T8 25W:Electronic: 1 56 19 1064 Linear Fluorescent 17:J:3'Wall Bracket:36"T8 25W:Electronic: 1 2 19 38 Linear Fluorescent 14:H1:Gondola Strip:48"T8 32W:Electronic: 1 9 25 225 Linear Fluorescent 18:H2:Gondola Strip:36"T8 25W:Electronic: 1 2 19 38 Compact Fluorescent 1:SL:Light Boxes:Quad 2-pin 13W:Electronic: 1 87 13 1131 Linear Fluorescent 19:DF:Light Boxes:35"T5 21 W:Electronic: 1 18 21 378 LED 1:Cl:Fiber Optic Illuminator:Other: 1 3 68 204 Track lighting 1:X2:Track: Wattage based on circuit breaker capacity(20 amps x 120 volts) 0 0 2400 2400 Incandescent 1:Y:Dock Light:Incandescent 100W: 1 1 100 100 Total Proposed Watts= 46206 Project Title: Bed Bath&Beyond Report date: 10/O1/15 Data filename: K:\BBB\Projects\Hyannis, MA BBB 715107\CDs\Calcs\energy\BBB_715107_LTG.cck Page 1 of 7 f Interior Lighting Compliance Statement Compliance Statement. The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.1 and tp comu+y with the mandatory requirements listed in the Inspection Checklist. li 4- 7-()R,e�L2 /v dhs- ZOR1V Name-Title si§Aature Date r Project Title: Bed Bath&Beyond, Report date: 10/01/15 Data filename: K:\BBB\Projects\Hyannis, MA BBB 715107\CDs\Calcs\energy\BBB_715107_LTG.cck Page 2 of 7 COMcheck Software Version 4.0.1 Inspection Checklist Energy Code: 2012 IECC Requirements: 54.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 2012 IECC Plan Review Complies? Comments/Assumptions C103.2 :Plans, specifications, and/or ;❑Complies [PR4)1 calculations provide all information ❑Does Not with which compliance can be ;determined for the interior lighting UNot Observable :and electrical systems and equipment ❑Not Applicable :and document where exceptions to ,the standard are claimed. Information :provided should include interior lighting power calculations,wattage of :bulbs and ballasts,transformers and :control devices. C406 ;Plans, specifications, and/or ;❑Complies [PR9]1 :calculations provide all information UDoes Not with which compliance can be Not Observable; ,determined for the additional energy efficiency package options. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bed Bath& Beyond Report date: 10/01/15 Data filename: K:\BBB\Projects\Hyannis, MA BBB 715107\CDs\Calcs\energy\BBB_715107_LTG.cck Page 3 of 7 [012 IECC Rough-In Electrical Inspection Complies? Comments/Assumptions C405.2.2. Automatic controls to shut off all ;❑Complies 1 Ibuilding lighting installed in all ;❑Does Not [EL22]2 buildings. ;❑Not Observable: r ❑Not Applicable C405.2.1. Independent lighting controls installed ;❑Complies . 1 1 per approved lighting plans and all UDoes.Not [EL23]2 ,manual controls readily accessible and; visible to occupants. ❑Not Observable I ;❑Not Applicable C405.2.1. ;Lighting controls installed to uniformly;❑Complies 2 reduce the lighting load by at least ;❑Does Not [EL15]1 50%. ;❑Not Observable ;❑Not Applicable C405.2.2. Daylight zones provided with ;❑Complies 3 +individual controls that control the ;ODoes Not [EL16]2 lights independent of general area I lighting. ❑Not Observable ;❑Not Applicable C405.2.3 Sleeping units have at least one ;❑Complies [EL17]3 master switch at the main entry door :❑Does Not that controls wired luminaires and ,switched receptacles. ;❑Not Observable ;❑Not Applicable ; C405.2.2. ;Occupancy sensors installed in ;❑Complies 2 :required spaces. ;❑Does Not [EL18]1 ❑Not Observable j❑Not Applicable C405.2.2. Primary sidelighted areas are ;❑Complies 3 :equipped with required lighting ;❑Does Not [EL20]1 ;controls. ;❑Not Observable ❑Not Applicable C405.2.2. ;Enclosed spaces with daylight area ;❑Complies 3 :under skylights and rooftop monitors UDoes Not [EL21]1 ;are equipped with required lighting ❑Not Observable controls. ;❑Not Applicable C405.2.3 ;Separate lighting control devices for ;❑Complies [EL4]1 specific uses installed per approved ❑Does Not ;lighting plans. ;❑Not Observable ;❑Not Applicable C405.3 Fluorescent luminaires with odd ;❑Complies [EL19]3 numbered lamp configurations that ;❑Does Not are with 10 feet center to center(if recess mounted)or are within 1 foot ;❑Not Observable edge to edge(if pendant or surface ;❑Not Applicable ; mounted) shall be tandem wired. C405.4 !Exit signs do not exceed 5 watts per ;❑Complies [EL6]1 'face. :❑Does Not I❑Not Observable ❑Not Applicable C405.2.3 ;Additional interior lighting power ;❑Complies ; [EL8]1 :allowed for special functions per the :❑Does Not approved lighting plans and is ;automatically controlled and ;❑Not Observable ;separated from general lighting. ;ONotApplicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bed Bath&Beyond Report date: 10/01/15 Data filename: K:\BBB\Projects\Hyannis, MA BBB 715107\CDs\Calcs\energy\BBB_715107_LTG.cck Page 4 of 7 I I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bed Bath&Beyond Report date: 10/01/15 Data filename: K:\BBB\Projects\Hyannis, MA BBB 715107\CDs\Calcs\energy\BBB_715107_LTG.cck Page 5 of 7 i 2012IECC Finallnspection Complies? Comments/Assumptions C408.2.5. Furnished as-built drawings for ;❑Complies 1 electric power systems within 30 days :❑Does Not [FI16]3 ;of system acceptance. j ❑Not Observable: ❑Not Applicable j C303.3,C4 Furnished 0&M instructions for ;❑Complies 08.2.5.2 Isystems and equipment to the ;❑Does Not [FI17]3 !,building owner or designated 4i representative. ,❑Nat Observable ❑Not Applicable C405.5.2 ;Interior installed lamp and fixture ;❑Complies ;See the Interior Lighting fixture schedule for values. [FI18]1 ;lighting power is consistent with what :❑Does Not is shown on the approved lighting ,plans, demonstrating proposed watts ;❑Not Observable are less than or equal to allowed ;❑Not Applicable watts. C408.3 Lighting systems have been tested to ;❑Complies ! [F133]1 :ensure proper calibration,adjustment, I❑Does Not :programming,and operation. ❑Not Observable ;❑Not Applicable C406 ;Efficient HVAC performance,efficient ;❑Complies [FI34]1 :lighting system,or on-site supply of !❑Does Not renewable energy consistent with ;what is shown the approved plans. ❑Not Observable ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bed Bath&Beyond Report date: 10/O1/15. Data filename: K:\BBB\Projects\Hyannis, MA BBB 715107\CDs\Calcs\energy\BBB_715107_LTG.cck Page 6 of 7 Project Title: Bed Bath &Beyond Report date: 10/01/15 Data filename: K:\BBB\Projects\Hyannis, MA BBB 715107\CDs\Calcs\energy\BBB_715107_LTG.cck Page 7 of 7 C6Mcheck Software Version 4.0.1 Interior Lighting Compliance Certificate Project Information Energy Code: 2012 IECC Project Title: Bed Bath&Beyond Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: Southwind Plaza BED BATH&BEYOND CASCO 65 Independence Drive 650 Liberty Ave 10877 Watson Road Hyannis, MA 02601 Union, NJ 07083 St. Louis, MO 63127 908-688-0888 314-821-1100 Additional Efficiency Package Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calculations. Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-BBB(Retail) 36342 1 .30 47245 Total Allowed Watts= 47245 Proposed Interior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-BBB(Retail) Linear Fluorescent 1:Al 6:16'Strip:48"T8 32W.Electronic: 4 214 145 31030 Linear Fluorescent 2:Al 2:12'Strip:48"T8 32W:Electronic: 3 17 113 1921 Linear Fluorescent 3:A8:8'Strip:48"T8 32W:Electronic: 2 30 77 2310 Linear Fluorescent 4:A4:4'Strip:48"T8 32W:Electronic: 1 60 38 2280 Linear Fluorescent 14:138:8'Strip:48"T8 32W:Electronic: 2 16 48 768 Linear Fluorescent 15:B4:4'Strip:48"T8 32W:Electronic: 1 11 25 275 Linear Fluorescent 8:BR6:High Bay:48"T8 32W:Electronic: 6 2 216 432 Linear Fluorescent 5:D/D1:2'x4'Lay-In:48"T8 32W:Electronic: 2 11 47 517 Linear Fluorescent 6:DM:2'x4'Lay-In:48"T8 32W:Electronic: 4 11 93 1023 Linear Fluorescent 16:E:Wall:48"T8 32W:Electronic: 2 3 24 72 Linear Fluorescent 13:G:3'Strip:36"T8 25W:Electronic: 1 56 19 1064 Linear Fluorescent 17:J:3'Wall Bracket:36"T8 25W:Electronic: 1 2 19 38 Linear Fluorescent 14:H1:Gondola Strip:48"T8 32W:Electronic: 1 9 25 225 Linear Fluorescent 18:H2:Gondola Strip:36"T8 25W:Electronic: 1 2 19 38 Compact Fluorescent 1:SL:Light Boxes:Quad 2-pin 13W:Electronic: 1 87 13 1131 Linear Fluorescent 19:DF:Light Boxes:35"T5 21 W:Electronic: 1 18 21 378 LED 1:Cl:Fiber Optic Illuminator:Other: 1 3 68 204 Track lighting 1:X2:Track: Wattage based on circuit breaker capacity(20 amps x 120 volts) 0 0 2400 2400 Incandescent 1:Y:Dock Light:Incandescent 10OW: 1 1 100 100 Total Proposed Watts= 46206 Project Title: Bed Bath&Beyond Report date: 10/01/15 Data filename: K:\BBB\Projects\Hyannis, MA BBB 715107\CDs\Calcs\energy\BBB_715107_LTG.cck Page 1 of 7 I Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.1 and tp comj y with the mandatory requirements listed in the Inspection Checklist. ®R-A-iv 'TvR)�191-7 //5- Name-Title Si' ature Date Project Title: Bed Bath&Beyond, Report date: 10/O1115 Data filename: K:\BBB\Projects\Hyannis, MA BBB 715107\CDs\Calcs\energy\BBB_715107_LTG.cck Page 2 of 7 COMcheck Software Version 4.0.1 Inspection Checklist Energy Code: 2012_IECC Requirements: 54.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 2012 IECC Plan Review Complies? Comments/Assumptions C103.2 ;Plans, specifications, and/or ❑Complies [PR4]1 calculations provide all information ❑Does Not ;with which compliance can be determined for the interior lighting ❑Not Observable and electrical systems and equipment ;❑Not Applicable :and document where exceptions to ;the standard are claimed. Information provided should include interior lighting power calculations,wattage of ;bulbs and ballasts,transformers and control devices. C406 Plans, specifications, and/or ;❑Complies [PR9]1 I calculations provide all information ;❑Does Not !determined which compliance can be ;determined for the additional energy 1❑Not Observable efficiency package options. ;❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bed Bath&Beyond Report date: 10/01/15 Data filename: K:\BBB\Projects\Hyannis, MA BBB 715107\CDs\Calcs\energy\BBB_715107_LTG.cck Page 3 of 7 i 2012 IECC Rough-In Electrical Inspection Complies? Comments/Assumptions C405.2.2. Automatic controls to shut off all ;❑Complies 1 ¢building lighting installed in all ❑Does Not [EL22]2 buildings. ,❑Not Observable ❑Not Applicable C405.2.1. 'Independent lighting controls installed ;❑Complies 1 . per approved lighting plans and all ❑Does Not [EL23]2 !visible controls readily accessible and;❑Not Observable ;visible to occupants. ❑Not Applicable C405.2.1. ;Lighting controls installed to uniformly;IF-]Complies 2 ;reduce the lighting load by at least ;❑Does Not [EL15]1 ;50%. ;❑Not Observable' ;❑Not Applicable C405.2.2. Daylight zones provided with ;❑Complies 3 a individual controls that control the ;❑Does Not [EL16]2 lights independent of general area ❑Not Observable lighting. ;❑Not Applicable C405.2.3 ;Sleeping units have at least one ;❑Complies [EL17]3 i master switch at the main entry door ❑Does Not ;that controls wired luminaires and ;switched receptacles. ❑Not Observable ;❑Not Applicable C405.2.2. ;Occupancy sensors installed in ;❑Complies 2 :required spaces. :❑Does Not [EL18]1 ; ❑Not Observable: ❑Not Applicable C405.2.2. ;Primary sidelighted areas are ;❑Complies 3 :equipped with required lighting ;❑Does Not [EL20]1 ;controls. ;❑Not Observable; ❑Not Applicable C405.2.2. ;Enclosed spaces with daylight area ;❑Complies 3 i under skylights and rooftop monitors '❑Does Not [EL21]1 ;are equipped with required lighting ❑Not Observable' controls. ❑Not Applicable C405.2.3 ;Separate lighting control devices for ;❑Complies [EL4]1 specific uses installed per approved :❑Does Not lighting plans. ❑Not Observable: ❑Not Applicable C405.3 !Fluorescent luminaires with odd ;❑Complies [EL19]3 I numbered lamp configurations that ;❑Does Not are with 10 feet center to center(if recess mounted)or are within 1 foot ;❑Not Observable: edge to edge(if pendant or surface ❑Not Applicable ; mounted) shall be tandem wired. C405.4 Exit signs do not exceed 5 watts per ;❑Complies [EL6]1 :face. T❑Does Not ❑Not Observable ;❑Not Applicable C405.2.3 ;Additional interior lighting power ;❑Complies [EL8]1 :allowed for special functions per the ;❑Does Not ;approved lighting plans and is ;automatically controlled and ❑Not Observable; !separated from general lighting. ;❑Not Applicable ; Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bed Bath&Beyond Report date: 10/01/15 Data filename: K:\BBB\Projects\Hyannis, MA BBB 715107\CDs\Calcs\energy\BBB_715107_LTG.cck Page 4 of 7 I High Impact(Tier. 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bed Bath&Beyond Report date: 10/01/15 Data filename: K:\BBB\Projects\Hyannis, MA BBB 715107\CDs\Calcs\energy\BBB_715107_LTG.cck Page 5 of 7 i [2012 IECC Final Inspection Complies? Comments/Assumptions C408.2.5. Furnished as-built drawings for ;❑Complies 1 f electric power systems within 30 days :❑Does Not [FI16]3 of system acceptance. _]Not Observable: ❑Not Applicable C303.3,C4HFurnished O&M instructions for ❑Complies 08.2.5.2 rsystems and equipment to the T❑Does Not [FI17]3 building owner or designated e representative. Observable j❑Not Applicable C405.5.2 Jnterior installed lamp and fixture ;❑Complies ;Seethe Interior Lighting fixture schedule for values. [FI18]1 ;lighting power is consistent with what ❑Does Not is shown on the approved lighting plans, demonstrating proposed watts ;❑Not Observable ;are less than or equal to allowed ;❑Not Applicable watts. C408.3 :Lighting systems have been tested to ;❑Complies [F133]1 ensure proper calibration,adjustment, ElDoes Not :programming, and operation. ❑Not Observable ❑Not Applicable C406 ;Efficient HVAC performance,efficient ;❑Complies [FI34]1 lighting system,or on-site supply of :❑Does Not renewable energy consistent with ;what is shown the approved plans. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bed Bath&Beyond Report date: 10/O1/15 Data filename: K:\BBB\Projects\Hyannis, MA BBB 715107\CDs\Calcs\energy\BBB_715107_LTG.cck Page 6 of 7 Project Title: Bed Bath&Beyond Report date: 10/01/15 Data filename: K:\BBB\Projects\Hyannis, MA BBB 715107\CDs\Calcs\energy\BBB_715107_LTG.cck Page 7 of 7 COMcheck Software Version 4.0.1 Interior Lighting Compliance Certificate g g p Project Information Energy Code: 2012 IECC Project Title: Bed Bath&Beyond Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: Southwind Plaza BED BATH &BEYOND CASCO 65 Independence Drive 650 Liberty Ave 10877 Watson Road Hyannis, MA 02601 Union, NJ 07083 St. Louis, MO 63127 908-688-0888 314-821-1100 Additional Efficiency Package Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calculations. Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-BBB(Retail) 36342 1 .30 47245 Total Allowed Watts= 47245 Proposed Interior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-BBB(Retail) Linear Fluorescent 1:Al 6: 16'Strip:48"T8 32W:Electronic: 4 214 145 31030 Linear Fluorescent 2:Al 2: 12'Strip:48"T8 32W:Electronic: 3 17 113 1921 Linear Fluorescent 3:A8:8'Strip:48"T8 32W:Electronic: 2 30 77 2310 Linear Fluorescent 4:A4:4'Strip:48"T8 32W:Electronic: 1 60 38 2280 Linear Fluorescent 14:138:8'Strip:48"T8 32W:Electronic: 2 16 48 768 Linear Fluorescent 15:134:4'Strip:48"T8 32W:Electronic: 1 11 25 275 Linear Fluorescent 8:BR6:High Bay:48"T8 32W:Electronic: 6 2 216 432 Linear Fluorescent 5:D/D1:2'x4'Lay-In:48"T8 32W:Electronic: 2 11 47 517 Linear Fluorescent 6:DM:2'x4'Lay-In:48"T8 32W:Electronic: 4 11 93 1023 Linear Fluorescent 16:E:Wall:48"T8 32W:Electronic: 2 3 24 72 Linear Fluorescent 13:G:3'Strip:36"T8 25W:Electronic: 1 56 19 1064 Linear Fluorescent 17:J:3'Wall Bracket:36"T8 25W:Electronic: 1 2 19 38 Linear Fluorescent 14:H1:Gondola Strip:48"T8 32W:Electronic: 1 9 25 225 Linear Fluorescent 18:H2:Gondola Strip:36"T8 25W:Electronic: 1 2 19 38 Compact Fluorescent 1:SL:Light Boxes:Quad 2-pin 13W:Electronic: 1 87 13 1131 Linear Fluorescent 19:DF:Light Boxes:35"T5 21 W:Electronic: 1 18 21 378 LED 1:Cl:Fiber Optic Illuminator:Other: 1 3 68 204 Track lighting 1:X2:Track: Wattage based on circuit breaker capacity(20 amps x 120 volts) 0 0 2400 2400 Incandescent 1:Y:Dock Light:Incandescent 100W: 1 1 100 100 Total Proposed Watts= 46206 Project Title: Bed Bath&Beyond Report date: 10/01/15 Data filename: K:\BBB\Projects\Hyannis, MA BBB 715107\CDs\Calcs\energy\BBB_715107_LTG.cck Page 1 of 7 • • • S- • Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.1 and tp com,Ety with the mandatory requirements listed in the Inspection Checklist. ZoRA-N ?URKAL Name-Title Si' ature Date Project Title: Bed Bath&Beyond. Report date: 10/01/15 Data filename: K:\BBB\Projects\Hyannis, MA BBB 715107\CDs\Calcs\energy\BBB_715107_LTG.cck Page 2 of 7 i COMcheck Software Version 4.0.1 Inspection Checklist Energy Code: 2012 IECC Requirements: 54.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 2012 IECC Plan Review Complies? Comments/Assumptions C103.2 Plans, specifications, and/or ;❑Complies [PR4)1 :calculations provide all information ❑Does Not ;with which compliance can be ;determined for the interior lighting ❑Not Observable land electrical systems and equipment ❑Not Applicable ;and document where exceptions to ;the standard are claimed. Information !provided should include interior lighting power calculations,wattage of bulbs and ballasts,transformers and control devices. C406 Plans, specifications, and/or ❑Complies [PR9]1 :calculations provide all information :❑Does Not ;with which compliance can be ❑Not Observable determined for the additional energy ' efficiency package options. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bed Bath &Beyond Report date: 10/01/15 Data filename: K:\BBB\Projects\Hyannis, MA BBB 715107\CDs\Calcs\energy\BBB_715107_LTG.cck Page 3 of 7 f 3012 IECC Rough-in Electrical'Inspection_ Complies? Comments/Assumptions C405.2.2. Automatic controls to shut off all ;❑Complies 1 building lighting installed in all ;❑Does Not [EL22]2 buildings. ;❑Not Observable: ❑Not Applicable C405.2.1. Independent lighting controls installed ;❑Complies 1 per approved lighting plans and all :❑Does Not [EL23]2 manual controls readily accessible and; visible to occupants. E❑Not Observable ❑Not Applicable C405.2.1. Lighting controls installed to uniformly;❑Complies 2 reduce the lighting load by at least j❑Does Not [EL15]1 50%. ;❑Not Observable ❑Not Applicable C405.2.2. Daylight zones provided with ;❑Complies 3 individual controls that control the ;❑Does Not [EL16]2 lights independent of general area lighting. ;❑Not Observable ❑Not Applicable C405.2.3 Sleeping units have at least one ❑Complies [EL17]3 master switch at the main entry door ❑Does Not that controls wired luminaires and switched receptacles. ❑Not Observable ❑Not Applicable C405.2.2. ;Occupancy sensors installed in ❑Complies 2 :required spaces. ❑Does Not [EL18]1 ; Not Observable' ❑Not Applicable C405.2.2. ;Primary sidelighted areas are ❑Complies 3 !equipped with required lighting :❑Does Not [EL20]1 ;controls. ;❑Not Observable ❑Not Applicable C405.2.2. ;Enclosed spaces with daylight area ;[]Complies 3 ;under skylights and rooftop monitors :❑Does Not [EL21]1 ;are equipped with required lighting ❑Not Observable controls. ❑Not Applicable C405.2.3 ;Separate lighting control devices for ;❑Complies [EL4]1 specific uses installed per approved ❑Does Not ;lighting plans. ❑Not Observable: ❑Not Applicable C405.3 Fluorescent luminaires with odd ;❑Complies [EL19]3 numbered lamp configurations that :❑Does Not are with 10 feet center to center(if recess mounted)or are within 1 foot ;❑Not Observable edge to edge (if pendant or surface ;❑Not Applicable mounted) shall be tandem wired. C405.4 Exit signs do not exceed 5 watts per ❑Complies [EL6]1 :face. :❑Does Not I❑Not Observable; ;❑Not Applicable C405.2.3 ;Additional interior lighting power ;❑Complies [EL8]1 allowed for special functions per the :❑Does Not ,approved lighting plans and is !automatically controlled and :❑Not Observable separated from general lighting. ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bed Bath&Beyond Report date: 10/01/15 Data filename: K:\BBB\Projects\Hyannis, MA BBB 715107\CDs\Calcs\energy\BBB_715107_LTG.cck Page 4 of 7 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bed Bath & Beyond Report date: 10/01/15 Data filename: K:\BBB\Projects\Hyannis, MA BBB 715107\CDs\Calcs\energy\BBB_715107_LTG.cck Page 5 of 7 2612IECC Final Inspection Complies? Comments/Assumptions C408.2.5. Furnished as-built drawings for ❑Complies 1 electric power systems within 30 days :❑Does Not [FI16]3 of system acceptance. j❑Not Observable ❑Not Applicable C303.3,C4 Furnished O&M instructions for I❑Complies 08.2.5.2 systems and equipment to the ❑Does Not [FI17]3 building owner or designated representative. ❑Not Observable ❑Not Applicable C405.5.2 Interior installed lamp and fixture ;❑Complies ;See the Interior Lighting fixture schedule for values. [FI18]1 '.lighting power is consistent with what '❑Does Not is shown on the approved lighting plans, demonstrating proposed watts ❑Not Observable f are less than or equal to allowed ;❑Not Applicable watts. C408.3 Lighting systems have been tested to ❑Complies [FI33]1 :ensure proper calibration, adjustment, ❑Does Not programming, and operation. ❑Not Observable ❑Not Applicable C406 Efficient HVAC performance, efficient I❑Complies [FI34]1 lighting system, or on-site supply of ;❑Does Not renewable energy consistent with ;what is shown the approved plans. ❑Not Observable ❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bed Bath &Beyond Report date: 10/01/15 Data filename: K:\BBB\Projects\Hyannis, MA BBB 715107\CDs\Calcs\energy\BBB_715107_LTG.cck Page 6 of 7 Project Title: Bed Bath& Beyond Report date: 10/01/15 Data filename: K:\BBB\Projects\Hyannis, MA BBB 715107\CDs\Calcs\energy\BBB_715107_LTG.cck Page 7 of 7 i Initial Construction Control Document = W To be submitted with the building permit application by a Registered Design Professional 4 for work per the 8 h edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Bed Bath&Beyond Date: 9/28/2015 Property Address: 65 Independence Drive Project: Check(x)one or both as applicable: New construction X Existing Construction Project description: Tenant fit-out of an existing vacant retail space I Mark Bromeier MA Registration Number: 31613 Expiration date: 8/31/16, 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 Construc ' ontrol Document'. 5�g.�Rp,Ig TFeT Enter in the space to the right a"wet"or electronic signature and seal: 10 3 c ti Phone number: (314) 821-1100 Email: bbb@cascocorp.com `"cr oT-,M 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 06 11 2013 Initial Construction Control Document = W To be submitted with the building permit application by a d Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Bed Bath&Beyond Date: 9/28/2015 Property Address: 65 Independence Drive Project: Check(x) one or both as applicable: New construction X Existing Construction Project description: Tenant fit-out of an existing vacant retail space I Michael C Grapperhaus MA Registration Number: 49388 Expiration date: 6/30/16, 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 building official a `Final Construction Control Document'. OF. Enter in the space to the right a"wet"or electronic signature and seal: �c v� E PPE IcAL NO.49388 Phone number: (314) 821-1100 Email: bbb@cascocorp.com '09 RFcrsTEaE� o��SS/ONALB �,ec 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 06 11 2013 f Initial Construction Control Document = W To be submitted with the building permit application by a d Registered Design Professional Z for work per the 8t1, edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Bed Bath&Beyond Date:9/28/2015 Property Address: 65 Independence Drive Project: Check(x)one or both as applicable: New construction X Existing Construction Project description: Tenant fit-out of an existing vacant retail space I Joseph A. Carter MA Registration Number: 49535 Expiration date: 6/30/16, 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 Cons o�ig._ . trol Document'. VJ Enter in the space to the right a"wet"or 7/907 H. OSE P'a �rl electronic signature and seal: o CARTER c ELECT+R;t!.L to NO.4?`•35 Phone number: (314) 821-1100 Email: bbb@cascocorp.comJ_`' r`��°yj` 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 06 11 2013 Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 81h edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Bed Bath&Beyond Date: 9/28/2015 Property Address: 65 Independence Drive Project: Check(x)one or both as applicable: New construction X Existing Construction Project description: Tenant fit-out of an existing vacant retail space I Will Smith,MA Registration Number: 50473 Expiration date: June 30, 2016, 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 X 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 Construction Control Document'. DATE:1 0/0112 01 5 �IH OF A4.4 FIRE PROTECTION Enter in the space to the right a"wet"or ENGINEER OF RECORD: y go WILLIAM B. N electronic signature and seal: WILLIAM B.SMITH,PE g SMITH �^ LICENSE NO.50473 00 FIRE PROTECTION CODE CONSULTANTS,INC. No.50473 2043 WOODLAND PKWY,SUITE 300 ST.LOUIS,MO 63146.4235 10 9F O PHONE:314.991.2633 �,�. STe Phone number: (314) 991-2633 Email: wills@codeconsultants.com CORPORATE CERTIFICATE OF AUTHORITY NO.001000177 L 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 06 11 2013 Initial Construction Control Document W To be submitted with the building permit application by a Registered Design Professional d for work per the 8t" edition of the Massachusetts State Building Code, 780 CMR, Section 107 O,�M SYev Project Title: Bed Bath&Beyond Date: 10/01/2015 Property Address: 65 Independence Drive Project: Check(x)one or both as applicable: New construction X Existing Construction Project description: Tenant fit-out of an existing vacant retail space I Jacob P. Hemke MA Registration Number: 49400 Expiration date: 6/30/16, 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 Electrical X Other: Fire Alarm 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 Control Document'. DATE: 10/01/15 L�H OF hf4s FIRE PROTECTION Enter in the space to the right a"wet"or ENGINEER OF RECORD: �o`' JACOB P. tiN electronic signature and seal: JACOB P.HEMKE,PE HEMKE + LICENSE NO.49400 o FIRE PROTECTION CODE CONSULTANTS,INC. No.49400 2043 WOODLAND PKWY,SUITE 300 Phone number: (314) 991-2633 Email:jakeh@codeconsultants.com ST.LOUIS,MO 63146-4235 pro 9F e PHONE:314.991-2633 �F5' CORPORATE CERTIFICATE OF AUTHORITY AL NO.001000177 t 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. J Version 06 11 2013