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1070 IYANNOUGH ROAD/RTE132 - HOME GOODS
C .� T . Town of Barnstable Building Post Th'isaCard So That rt,is'Vis�ble From;the Str.,eet yApproved Plans Must be Retam.'ed on lob and this Card Must be Kept i- 6ARNtTPABL6. • b" PostedUnt�I Final•inspection HasBeen Made �3 � y� R� W lee a Certificate ofOcc nc is-R'e uireds'w�hBuildrn�shall7Notabe Oecu led ntilaaFinal Ins"ection has been made Permit ,...t�;:� ,..Mz. paY.. gpn,�:..+.. p�a..: Permit No. B-18-3636 Applicant Name: ARTHUR F DIAS Approvals Date Issued: 11/02/2018 Current Use: Structure - Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 05/02/2019 Foundation: ' Location: 10701YANNOUGH ROAD/RTE132 HYANNIS Map/Lot 295-019-X02 Zoning District: SPLIT Sheathing: Owner on Record: FESTIVAL OF HYANNIS LLC Contractor Name."":--..ARTHUR F DIAS Framing: 1 Address: 3333 NEW HYDE PARK RD,STE 100 rContractorLicense 40389 2 NEW HYDE PARK, NY 11042 ESt Protect Cost: $154,450.00 Chimney: Description: Roof-Home Good's' d Permit Fee: $160.00 Insulation: Project Review Req: Fee'Paid:' S 160.00 Final: Date 11/2/2018 I � Plumbing/Gas NO Rough Plumbing: - Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within si*months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application;and the`approved construction documents-for which this permit has been granted. All construction,alterations and changes of use of any building and st ructures shall be in compliance with the local zoning by laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or'road and shall be maintained open for4pul c inspection for the entire duration of the work until the completion of the same. d • Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and F,�rI a Officials are prov ded on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: ffl& . 1.Foundation or Footing Y .b Rough: 2.Sheathing Inspection a.. ..s .,�.. ..., _ . 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 unregistered contractors do not have access to the 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 Application number.............................................. QtiFee..... ..� lrl.:.D :......................................... N� n ` MAW ' ` g Building Inspectors Initials..........R�.................. s 16 TOWA1 ®F bA Date I //-- OZ—/ e r111I�ar���F Issued ...................... ...............r..................... 157- Map/Parcel.............:...............................C.:. �...... TOWN OF BARNSTABLE EXPEDITED PERMIT APPLICATION: wv 6ok ROOF/S IDING/WINDO W S/DOORS/TENTS/STOVES/WEATHERIZATION PROPERTY INFORMATION Address of Project: ,Ann• s NUMBER STRE T VILLAGE Owner's Name: _;v c\ 6� ` J AA n I .5 Phone Number L/7-`j 3 3 P- F'a 3 Email Address: '-o,e r r b A 0 Vi t V-%c a C.�It"A_Cell Phone Number Project cost$ _ig `{ Check one Residential Commercial OWNER'S AUTHORIZATION As owner of the above property I hereby authorize to make application for a building permit in accordance with 780 CMR Owner Signature: Date: TYPE OF WORK © Siding 0 Windows(no header change)# 0 Insulation/Weatherization 0 Doors (no header change)# Commercial Doors require an inspector's review ED"Roof(not applying more than 1 layer of shingles) Construction Debris will be going to CONTRACTOR'S INFORMATION Contractor's name_ Rao r/ rol-vices Home Improvement Contractors Registration(if applicable)# (attach copy) Construction Supervisor's License# (attach copy) Email of Contractor n,a y • Wc le P e 4 c Llt vc F .c Phone number 7 7 ALL PROPERTIES THAT HAVE STRUCTURES OVER 75 YEARS OLD OR IF THE SUBJECT PROPERTY IS IN A HISTORIC DISTRICT, YOU MUST OBTAIN HISTORIC APPROVAL BEFORE A PERMIT CAN BE ISSUED. APPLICATION NUMBER �. F *For Tents Only* Date Tent(s)will be erected Removed on number of tents total Does the tent have sides?Yes No (If yes please attach floor plan with exits marked) -Dimensions of each Tent X X X Additional tent dimensions can be attached on a separate piece of paper. _ , p Purpose of Event - Check one: this event is a: for profit, non-profit event Check one: Food served Yes No Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s)of each tent Fuel source being used LP tank 20 lbs. or>Yes No______, if yes, a gas permit is required. Natural Gas Yes No , if yes, a gas permit is required. If food is being served at your event please obtain a Health Department approval between the hours of 8:00am-9:30 am or 3:30 pm-4:30pm. Commercial events may require Fire Department approval, *WOOD/COAL/PELLET STOVES* i Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles: front back left side right side HOMEOWNER'S LICENSE EXEMPTION Homeowner's Name: Telephone Number Cell or Work number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT'S SIGNATURE Signature Date All permit applications are subject to a building official's approval prior to issuance. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations _ 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information c c Please Print Legibly Name(Business/Organization/Individual): LJ� Address: City/State/Zip: ew �C Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.Wain a employer with 5 0 4. I 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. EaRemodeling ship and have no employees These sub-contractors have S. ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'comp.insurance comp.insurance.: required.] 5. We are a corporation and its 10.[1 Electrical repairs or additions 3.❑ 1 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' 13.[1 Other comp.insurance required.] *Any applicant that checks box#1 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.' Contractors 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: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: 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 Lam _ Signature: Date: z a Phone#: 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#: - Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to 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,construction 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 stages that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings 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 performance of public 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-contractor(s)name(s),address(es)and phone numbers)along with their certificate(s)of insurance. Limited Liability Companies(L,LC)or Limited Liability Partnerships(I.LP)with no employees other than the 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 maybe submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. 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 T-.,4,,,4-;.,i..A, ;A n+a._g1kn1..11r_1.vo a_have.-anv questions regarding the law.or if you are required to obtain a workers compensation policy,please-call-the-Department at the number listed below. self-insured companies shouia eti=,Lneir self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed 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 regarding the applican Please be sure to fill in the permitilicense number which will be used as a reference number. In addition,an applicant that:must submit multiple permitllicense applications-in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant shou]d 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 to the applicant as proof that a valid affidavit is on file for futuue permits or licenses. A new 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 affidavit. 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 call.. The Department's address,telephone and fax ntmmber. The Commonwealth of MassaahusaW Dq=tment of Tndustliat Acddeuts Office of Investagatim 600 WashiugtQn Wed Bosh ,MA 4211.1 Tel,##617-727-4900 ext 406 Qr 1-977-MASSAFE Fax#i:617-727-7749 Revised 4-24-07 w-m gov/dla r Client#:59240 EAGRI1 ACORD,M CERTIFICATE OF LIABILITY INSURANCE DATE, D/YYYY) 4/261206/2018 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 BELOW.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 policy(ies)must have ADDITIONAL INSURED provisions or 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 any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Denise Kelley People's United Ins.Agency MA PHONE 413 735-6545 Fax One Monarch Place,10th Floor (A/C, MAILe A/C No PO Box 4950 ADDRESS: Denise.Kelley@peoples.com INSURER(S)AFFORDING COVERAGE NAIC# Springfield,MA 01144 INSURER A:Ned en.I Fire lnsuranceCeefHertrerd 20478 INSURED INSURER B:Continental casualty Company 20443 Eagle Rivet Roof Service Corp. 15 Britton Drive INSURER C:American Casuany of Reading PA 20427 Bloomfield,CT 06002 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. LT RR TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP INSR WVD POLICY NUMBER MMIDD MWDD LIMITS A X COMMERCIAL GENERAL LIABILITY 5092136441 5/01/2018 05/01/201 EDACH�OECTCURRENCE $1,000,000 CLAIMS-MADE X OCCUR PREMISES EaE��N,cTuErrence $500 000 Blkt Addtl Insured MED EXP(Any one person) $15,000 W1WrittenContract X X PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 PRO POLICY E]J CT -LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ A AUTOMOBILE LIABILITY X X 5092136438 D510112018 05/01/201 COMBINED SINGLE LIMIT Ea accident 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE X AUTOS ONLY X AUTOS ONLY Per accident $ B X UMBRELLA LIAB X OCCUR X X 6012109779 5/01/2018 05/01/201J�A�GGREGATE ENCE $10 000 000 EXCESS LIAB CLAIMS-MADE $10 000 000 DED I X RETENTION$10000 - $ C WORKERS COMPENSATION X 5092136455 5/01/2018 05/01/2019 X PER OTH- AND EMPLOYERS'LIABILITY Y/N A TE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1 OOO OOO OFFICER/MEMBER EXCLUDED? a N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 It yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached ff more space is required) Proof of Insurance CERTIFICATE HOLDER CANCELLATION Proof of Insurance SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016103) 1 of 1 The ACORD name and logo are registered marks of ACORD #S945054/M9"680 DMK I Please visit our web site at http://Www.mass.gov/dpl/boards/EN ARTHUR F DIAS III 15 BRITTON DR BLOOMFIELD,CT 06002-3616 � ) WW,Then Detach Along All PeAmatlons ...... ... . COMMONWEALTH OF MASSACHUSETTS: DIVISIONOF PROFESSiONALLICENSURE— itNGINEERING ISSUES THE FOLLOWING LICENSE REO/PROF CML:EMGINEER- i@ ARTHUR F DIAS III 16 BRITTON OR BLOOMIFIELD,CT 08002.3616. 40389 0613012020 480321 Falil 'fhen'Qefach Atong Ail P+Rorationt�s; CONTROL# a 0'4:5'9®1 IMPORTANT' If your lid ense�s os1..damaged-or destroyed;.is inaccurate;or needs tome corrected'.visit our web site=at mass:gov/dpi tor- Instrudions to ensure ih"6 proper metiing of your ReneHal Application'and ai►y,other"correspondence: This I�censs is sub-1, to Wtassachusetis General Laws and, rcguinions Your 1;censs ts`a prlvitega acid cannot be lent or _ asslgned to any,person or.entity under penalty,of tavi.Keep.ttus license on.your-pp.son or iposted'as required by law an 1 regulations: f a J Mass. Corporations, external master page Page 1 of 2 Zjr l Corporations Division Business Entity Summary _...................._..............__......_....... ID Number: 421553501 >Request certificate New search Summary for: EAGLE RIVET ROOF SERVICES CORP. The exact name of the Foreign Corporation: EAGLE RIVET ROOF SERVICES CORP. Entity type: Foreign Corporation Identification Number: 421553501 Old ID Number: Date of Registration in Massachusetts: 11-19-2002 Last date certain: Organized under the laws of: State: CT Country: USA on: 09-30-2002 Current Fiscal Month/Day: 12/31 The location of the Principal Office: Address: 15 BRITTON DRIVE City or town, State, Zip code, BLOOMFIELD, CT 06002 USA Country: The location of the Massachusetts office, if any: Address: City or town, State, Zip code, Country: The name and address of the Registered Agent: Name: 3AMES TRASK Address: PO BOX 51068 1635 PAGE BLVD City or town, State, Zip code, INDIAN ORCHARD, MA 01151 USA Country: The Officers and Directors of the Corporation: Title Individual Name Address PRESIDENT ARTHUR DIAS 45 SOMERWYND LANE SUFFIELD, CT 06078 USA TREASURER. ARTHUR DIAS 45 SOMERWYND LANE SUFFIELD, CT 06078 USA CLERK 3AMES L TRASK 61 LONGHILL STREET SOMERS, CT 06071 USA http://corp.see.state.ma.us/CorpWeb/CorpSearch/CorpSurnmary.aspx?FEIN=421553501&... 11/1/2018 Mass. Corporations, external master page, Page 2 of 2 �i DIRECTOR JAMES L TRASK 61 LONGHILL STREET SOMERS, CT 06071 USA DIRECTOR ARTHUR DIAS 45 SOMERWYND LANE SUFFIELD., CT 06078 USA' Business entity stock is publicly traded: ❑ 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 Class of Stock Par value per share outstanding No. of shares Total par No.of shares value ❑ ❑Confidential ❑Merger r ❑ Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS "A Amended Foreign Corporations Certificate. A. Annual Report Annual Report - Professional Application for Reinstatement v' View filin s Comments or notes associated with this,business entity: New search http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=421553501&... 11/1/2018. INVOICE MAILING ADDRESS:PO Box 7522, 88d 0L3101-4196, r HicksARe,NY 11802.7522 Vendorl0:VEAGM01 OWNER Project ID:SMAH21148 OWNER Contract Number:9374 Abbreviated form of Aereement Between OWNER and CONTRACTOR For CONSTRUCTION PROJECTS OF LIMITED SCOPE where the Basis of Payment Is a STIPULATED SUM This Agreement is made as of the 28 day of Septemeber,2D18(hereinafter the"Agreement') Between the OWNER: Festival of Hyannis,LLC And the CONTRACTOR: Eagle Rivet Roof Service Brett Trask Office:-2 Boxcar Blvd Tewksbury,MA Phone:978-640-9777 Email: brett.trask@eaglerivetcom For the following Project: Roof Replacement over HomeGbods.and Pier I The Architect is: n/a n/a n/a Office: n/a Emalh n/a The OWNER's Representative is: Tracy Perron Two Newton Executive Park,Suite 100 Newton,MA D2462 617-933.2823 tperron@kimcorealty.com or such other individual as the OWNER may designate from time to time in writing. The Contract Sum for the Project is$230,165.00. Page S of 26 Initial: Owner; Contractor: r^` INVOICE MAILING ADDRESS:PO Box 752Z 88tf O1-3101-4196, Hicksville,NY 11802-7522 Vendor to-.VEAGLRI01 OWNERProlettIO:SMAN1114B OWNER contract Number: 9374 ARTICLE I. THE WORK Of THIS CONTRACT 1.1. The"Contract Documents"for the Project consist of:this Agreement;the exhibits attached hereto;Drawings, ' Specifications and Addenda issued prior to the execution of this Agreement,all.as defined below;and other documents listed in this Agreement,all of which form theAgreement,and are as fully a part of the Agreement as if attached to this Agreement or repeated herein.The CONTRACTOR shall execute the entire Work,as defined below and described in the Contract Documents, except to the extent specifically indicated in the Contract Documents to be the responsibility of others. The Contract Documents may be amended only by a written instrument signed by the OWNER,whether that Instrument is an amendment or a Change Order,as defined below,relating to the Work,as defined below. 1.2. The"Work" is the construction and services required by the Contract Documents, whether completed or partially completed, and includes all other labor, materials, equipment and services provided or to be provided by the CONTRACTOR to fulfill the CONTRACTOR'S obligations. The Work may constitute the whole or a part of the Project. 1.3. The"Project"is the total construction of which the Work performed under the Contract Documents may be the whole or a part and which may include construction by the OWNER or by separate contractors. 1.4. The"Drawings"are the graphic and pictorial portions of the Contract Documents showing the design,location and dimensions of the Work,generally including plans,elevations,sections,details,schedules and diagram as enumerated in Exhibit B. 1.5. The"Specifications"are that portion of the Contract Documents consisting of the written requirements for materials,equipment,systems,standards and workmanship for the Work,and performance of related services. 1.6. The "Addenda" are changes, modifications, or additions to the Drawings and Specifications made after issuance of the Drawings and Specification for bid. Scope of Work The CONTRACTOR shall perform all the Work required by Contract Documents and In the Exhibit 8,the"Scope of Work",for the completion of the Project at Festival at Hyannis S.C.(the'OWNER's Property"). The CONTRACTOR shall comply with all federal, state and local jaws,statutes,ordinances,codes,rules and regulations and lawful orders of public authorities applicable to its services, the Work set forth herein and its performance under the Contract Documents("Applicable Laws"),The Work includes inspection fees, taxes and all Work necessary or incidental to the construction of the Project,as shown on the Contract Documents,including,but not limited to,the Drawings and Specifications. ARTICLE Ii. CONTRACT TiME 2.1. Time limits stated in the Contract Documents are of the essence of the Agreement. By executing the Agreement,the CONTRACTOR confirms that the Contract Time is a reasonable period for performing the Work and for achieving Substantial Completion,as defined in Sections 2.3 and 14.3 below of the Work. 2.2. The date of commencement set forth in Article 2.2 is the date from which the Contract Time is measured,and shall be the date of this Agreement,as first written above,unless a different date is stated below. The date of commencement shall be October is,201a("Commencement Date"). 2.3. The date of Substantial Completion is the date set forth In the"Certification of Substantial Completion"issued by OWNER in the form attached hereto as Exhibit E and submitted for CONTRACTOR review and approval,and to select available joint inspection dates. Substantial Completion of the Work shall be achieved not later than e'ember 10,2018 subject to modifications by Change Orders executed by the OWNER. "Substantial Completion"is s in the progress of the Work Initial: Owner. Contractor: Page 2 or 26 L y INVOICE MAILING ADDRESS:PO Box 7522, Ban 01-3101-4196, Hicksville,NY 11802.7522 Vendor ID:VEAGLRI01 OWNER Project10:SMAH11148 OWNER Contract Number:9374 when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so that the OWNER can occupy or utilize the Work for its intended purpose. Upon receipt of this Certificate of Substantial Completion,the CONTRACTOR shall assemble and provide to the OWNER all warranties,guarantees and other documentation required by the Contract Documents and manuals in connection with any equipment or materials incorporated into the Work,certifying that they are complete and coverall the Work as required.The CONTRACTOR shall be required,prior to final execution of a Certificate of Substantial Completion,to start-up,Inspect,and test all systems installed by CONTRACTOR for proper and safe operation, conformance with the Contract Documents and installation in accordance with all applicable codes,laws,standards,rules and regulations and manufacturer provided Instructions and procedures. The CONTRACTOR shall correct any deficiencies in connection with such systems prior to Substantial Completion except for those items which are minor in nature and subject to inclusion on the punch list. Once the parties are satisfied that the above-requirement have been satisfied,and Substantial Completion has occurred,they shall execute the Certificate of Substantial Completion indicating same. 2.4. The CONTRACTOR hereby acknowledges and agrees that the OWNER will sustain damage if the CONTRACTOR is not able to achieve Substantial Completion asset forth in Section 2.3 above. The parties further acknowledge and agree that It will be impractical and extremely difficult to ascertain and determine the actual damage the OWNER will sustain in the event of a delay in achieving Substantial Completion by the date set forth in Section 2.3. it is agreed that the CONTRACTOR shall pay to the OWNER liquidated damages In the amount of n/a per day as fair and reasonable compensation for a delay in Substantial. Completion of the Work as defined in Sections 2.3 and 14.3 herein and not as a penalty for each day after the date set for in Section 2.1 that Substantial Completion)has not been achieved. 2.5. If the CONTRACTOR is delayed at any time in progress of the Work by material changes ordered in the Work by the OWNER,by extreme adverse weather conditions not reasonably anticipatable or by a Force Majeure Event,as defined herein,and the OWNER determines such causes justify delay and an adjustment to the Contract Time,then the Contract Time shall be extended by Change Order for such reasonable time as the OWNER may determine.'Force Majeure Events"are any act of God,enemy or hostile governmental action,civil commotion,Insurrection,sabotage,fire or other unavoidable casualty,or the intentional misconduct of the other party hereto. 2.6. The CONTRACTOR covenants and agrees to make no claim for damages, lost profits or otherwise {and CONTRACTOR.hereby irrevocably waives any and all such claims)resulting or arising in whole or in part out of delay or stoppage in the performance of the Work occasioned by any act or omission by OWNER or by arty governmental body or agency having jurisdiction over any aspect of the Work;or by any litigation or proceeding concerning the Project commenced by or against OWNER or any such body or agency. In the event the CONTRACTOR is so delayed or stopped for any of the reasons described herein,the CONTRACTOR hereby agrees that its sole recourse shall an extension of time of one day for each day of such delay. 2.7. Any costs caused by delays,improperly timed activities or defective construction shall be borne by the party responsible therefore. ARTICLE 111. CONTRACT SUM 3.1. The OWNER shall pay the CONTRACTOR the Contract Sum for the CONTRACTOR'S performance of the Agreement. 3.2. The Contract Sum includes the following alternates,If any,which are described In the Contract Documents and hereby accepted by the OWNER: ARTICLE IV,' PAYMENTS 4.1. "Application for Payment"shall be made by the CONTRACTOR in writing in a ordance with all requirements of Article 4. A"Subcontractor"shall be any other individual or entity hired by or consider f Viring by CONTRACTOR,or one Page 3 of 26 Initial: Owner: � Contractor: INVOICE MAILING ADDRESS:PO Box 7522, 880 D1-3101.4196, Hlcksaii,NY 11802-7522 Vendor ID:VEAGLR101 OWNER Project ID:SMAH111413 OWNER Contract Number:9374 of its Subcontractors,to perform a portion of the work,whether it be services,labor,or the supplying Of installation of materials or equipment, and shall include sub-subcontractors. Each Application for Payment shall be accompanied by a current "Subcontractor's Log"in the form attached hereto as Exhibit D and current lien waivers by CONTRACTOR and its Subc oe d abos in the form attached hereto as Exhibit C,properly executed and notarized on behalf of every entity which has supplied and/or material and/or services to the Work as of the date of each Application for Payment. On the first Application for Payment, the CONTRACTOR shall furnish a current conditional waiver of lien,in the farm attached hereto as Exhibit C. Each subcontractor shall indicate in the appropriate line on the farm the amount of its conditional waiver in expectation of payment,along with affidavits and such other documentation for the net amount of the Application for Payment.No unconditional lien waivers shall be required with the first Application for Payment.Thereafter, the CONTRACTOR shall furnish with each succeeding partial Application for Payment(prior to the Final Application of Payment),along with the other documents required above,a lien waiver form in the form attached as Exhibit C)certifying in the lien waiver(a)the total amount of the prior condition l am paid previously stated in all previous lien waivers,providing that they are now unconditionally released because y from the funds previous applied for and received by CONTRACTOR("Unconditional Release Amount"), (b)the amount of the current payment which is conditionally released("Conditional Review Amount"),(c)the amount of retainage which has been unconditionally released to date("Retainage Release Amount")and(d)-the balance remaining on the Contract Sum.On the final Application for Payment,the CONTRACTOR shall furnish,along with the other documents required,Its final unconditional"Final Waiver of Lien" in the form required in Exhibit C, and the applicable final and unconditional waivers and affidavits from Subcontractors which are required by OWNER in its sole discretion. The CONTRACTOR shall upon submission of the Final Application for Payment certify that upon payment of the amount requested in the Final Application for Payment,full payment of the Contract Sum has been made and any and all claims for payment or liens by the CONTRACTOR ER may contractors are elect,to its sole unconditionally released. Notwithstanding anything contained In Section 4.1 to the contrary, discretion,that CONTRACTOR will not be required to submit lien waivers from any individual Subcontractor who performs work and\or provides materials in an amount of less than Ten Thousand and 00/300ths Dollars ($10,000.00) ("De Minimis Subcontractor"),provided that the total of ail De Minimis Subcontractor work for which lien waivers are not submitted does not exceed Fifty Thousand and 00/100ths Dollars($50,000.00). 4.2, Notwithstanding any other provision herein, the CONTRACTOR may include in the Applications for Payment materials delivered to and stored at the Project site.However,notwithstanding payment for some,materials shall be stored at the risk of the CONTRACTOR, 4.3, Neither the CONTRACTOR nor its Subcontractors,shall have any right to file any mechanic's lien or Mechanics Lien Notice of Intention to File a Lien or claim of any sort or kind,against the premises or the Project or any part thereof, The CONTRACTOR agrees to include this provision in every subcontract with its Subcontractors. if the OWNER's payments are current (or if not current and the reason is the CONTRACTOR'S fault.)and the CONTRACTOR files alien or notice of intention,the OWNER may discharge CONTRACTOR and terminate this Agreement.In the event any of the provisions of this Section 4.2 shall not be enforceable by OWNER under Applicable Laws,such provision shall not impair the validity or enforceability of the remainder of this Agreement. 4.4. The CONTRACTOR's Applications for Payment,not more often once per calendar month,and all supporting documentation required herein,shall be submitted on the twenty-fifth(25"1 day of each month following the calendar month for which payment Is sought to the OWNER for approval. Payment reflecting the Work accomplished in the preceding month, less ten percent(10%)retainage,shall be made within thirty(30)calendar days after approval by the OWNER of the Application for Payment. All payments due CONTRACTOR shall be subject to CONTRACTOR's compliance with all other provisions of this Agreement. Any Application for Payment which is not in compliance with Article 4 shall be deemed incomplete and no payment shall be deemed due and owing the CONTRACTOR until all required information has been provided and approved by the OWNER as set forth herein. ARTICLE V. FINAL PAYMENT AND PROJECT CLOSEOUT 5.i. Final Payment, (constituting the entire unpaid balance of the Contract Sum)including a approved Application Chonge for Orders,as defined in Section 13.1,will be made within thirty(30) days after OWNER'S appr val of: (1) PP Payment, de certificates of approval if and as may be required by all concerned governmen I gencies,(a)final unconditional Initial: Owner: Contractor.- Page 4 of 26 INVOICE MAIUNG ADDRESS:PO 80x 7522, BBN 01-3101-4196, HicksMile,NY 11802-7522 Vendor ID:VEAGLRI01 OWNER Project 10, SMAH11148 OWNER contract Number:9374 waivers of lien from the CONTRACTOR and all Subcontractors properly executed and notarized in the form attached hereto as Exhibit C in accordance with the requirements of Article IV(in the absence of an unconditional lien waiver or if a Mechanic's Lien Notice of Intention to File a Lien has been received or if a lien claim Is of record,the CONTRACTOR shall provide a bond for one hundred fifty percent(150%)of the amount claimed at the CONTRACTOR's expense in lieu of a missing waiver of lien or in the alternative,immediately remove the lien from the record in a manner acceptable to the OWNER's title company), (4)completion of the Work as certified to and approved by the OWNER,(5)OWNER's receipt of all warranties and guarantees required by the . Contract Documents, (6)OWNER's receipt of"Record Drawings from the CONTRACTOR"showing all changes made during construction,and(7)operations and maintenance manuals for all systems and equipment if required. ARTICLE VI. ENUMERATION OF CONTRACT DOCUMENTS 6.1. The Contract Documents are enumerated in Section 1.1 and in Exhibit B,the Scope of Work,attached hereto. 6.2. The alternates listed below represent work which although shown on the Contract Documents as being part of the Scope of Work to be performed by CONTRACTOR has been excluded from this Agreement("Alternates"). This OWNER reserves the right,throughout the Contract Time to have these Altemates as set forth in Exhibit B included in this Agreement and upon such election,the Contract Sum shall be increased or decreased by thetums set forth next to the respective items of work as follows: ALTERNATES: None ]�Contra.cton Page S of 26 Initial: Owner: L INVOICE MAIUNG ADDRESS:PO Box 7522, 88H 01-3101-4196, Hicksville,NY 118D2-7S22 Vendor ID:VEAGLRI01 OWNER Project ID: SMAH11148 OWNER Contract Number:9374 ARTICLE VII. CONTRACT DOCUMENTS 7.1. The Contract Documents are complementary,and what is required by one shall be as binding as if required by all; performance by the CONTRACTOR shall be required only to the extent consistent with the Contract Documents and reasonable Inferable from them as being necessary to produce the intended results. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the CONTRACTOR and items which are reasonably inferable therefrom. The Contract Documents are complementary and what is required by one shall be as binding as if required by all. In the event of a conflict between the Contract Documents or the Contract Documents and applicable standards,the CONTRACTOR shall submit a request for information seeking a clarification from the OWNER. Before ordering any materials or performing any Work,the CONTRACTOR shall verify measurements at the Project site and shall be responsible for the correctness of such measurements, Any discrepancies which may be found shall be submitted to the OWNER for interpretation. 7.2. The Contract Documents shall not be construed to create a contractual relationship of any kind(1)between the Architect and CONTRACTOR,(2)between the OWNER and any Subcontractor or(3)between any persons or entities other than the OWNER and CONTRACTOR, 7.3. Execution of the Agreement by the CONTRACTOR is a representation that the CONTRACTOR has visited the site and become familiar with the local conditions under which the Work is to be performed. ARTICLE Vlll. OWNER 8.1. The OWNER may furnish surveys and a legal description of the site. 8.2. Except for permits and fees,which are the responsibility of the CONTRACTOR under the Contract Documents, the OWNER shall secure and pay for necessary approvals,easements,assessments and charges required for the construction, use or occupancy or permanent structures or permanentchanges in existing facilities. 9.3. If the CONTRACTOR fails to correct Work which is not in accordance with the requirements of the Contract Documents or persistently fails to carry out the work in accordance with the Contract Documents, the OWNER,by a written order,may order the CONTRACTOR to stop the Work,or any portion thereof,until the cause for such order has been eliminated; however,the right of the OWNER to stop the Work shall not give rise to a duty on the part of the OWNER to exercise this right for the benefit of the CONTRACTOR or any other person or entity. 8.4• For any consents or approvals required by the OWNER pursuant to the terms of this Agreement,such consents or approvals shall be at the OWNER's sole discretion. 8.5. Staging areas are to be located at locations to be.specified by the OWNER's Representative at the pre- construction meeting. ARTICLE IX. CONTRACTOR 9.1. The CONTRACTOR shall supervise and direct the Work,using the CONTRACTOR's best skill and attention. The CONTRACTOR shall be solely responsible for and have control over construction means,methods,techniques,sequences and procedures and for coordinating all portions of the Work under the Contract Documents,unless Contract Documents give other specific instructions concerning these matters, 9.2. Unless otherwise provided in the Contract Documents, the CONTRACTOR shall provide and pay for labor, materials,equipment,tools,construction equipment and machinery,water,heat,utilities, nsportation,and other facilities Page 6 of 26 Initial: Owner: .Contractor: INVOICE MAIUNG ADDRESS:PO eox 7522, BBN 01-3101.4196, Hicksville,NY 11802-7522 Vendor 10:VEAGLRl01 OWNER Project ID:SMAH1114B OWNER Contract Number.9374 and services necessary for the proper execution and completion of the Work,whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. 9.3. The CONTRACTOR shall enforce strict discipline and good order among the CONTRACTOR's employees and other persons carrying out the Agreement. The CONTRACTOR shall not permit employment of unfit persons or persons not skilled in tasks assigned to them. The CONTRACTOR shall provide an adequate supply of skilled workmen to complete the Project in a proper and timely manner as required by the Contract Documents. 9.4. Notwithstanding any other provision herein,the CONTRACTOR shall,at its own cost and expense,secure all permits required to perform the Work,as described in the Contract Documents Including but not limited to general work building permit,occupancy permit,governmental fees,inspection fees, and all other fees, licenses and inspections pertaining to the Work,both permanent and temporary,which are necessary for the proper execution and completion of the Work. 9.5. Project progress meetings shall be held on a weekly basis or as required by the OWNER. The CONTRACTOR and Subcontractors performing work or commencing to perform Work,and the OWNER's Representative will attend the progress meetings. 9.6. The CONTRACTOR warrants to the OWNER and Architect that materials and equipment furnished under the Agreement will be of good quality and new unless otherwise required or permitted by the Contract Documents,,that the Work will be free from defects not inherent in the quality required or permitted,and that the Work will conform with the requirements of the Contract Documents. Work not conforming to these requirements,including substitutions not properly approved and authorized,may be considered defective. The CONTRACTOR's warranty excludes remedy for damage or defect caused by abuse, modifications not executed by the CONTRACTOR,improper or insufficient maintenance,improper operation,or normal wear and tear under normal usage. If required by the OWNER,the CONTRACTOR shall furnish satisfactory evidence as to the kind and quality of materials and equipment. 9.7. Unless otherwise provided in the Contract Documents, the CONTRACTOR shall pay sales,consumer,use and other similar taxes which are legally enacted when bids are received or negotiations concluded,whether or not yet effective or merely scheduled to go into effect,and shall secure and pay for the building permit and other permits and governmental fees, licenses and inspections necessary for proper execution and completion of the Work. 9.& The CONTRACTOR shall comply with and give notices required by laws, ordinances, rules, regulations,and lawful orders of public authorities bearing on performance of the Work. The CONTRACTOR shall comply with applicable laws in the performance of the Work and with ail permits issued for the Work. The CONTRACTOR shall promptly notify the Architect and OWNER if the Drawings and Specifications are observed by the CONTRACTOR to be a variance therewith. 9.9. The CONTRACTOR shall review,approve and submit to the OWNER shop drawings,product data,samples and similar submittals required by the Contract Documents with reasonable promptness, The Work shall be in accordance with approved submittals. When professional certification of performance criteria of materials,systems or equipment is required by the Contract Documents,the OWNER shall be entitled to rely upon the accuracy and completeness of such certifications. 9.10. The CONTRACTOR shall keep the premises and surrounding area on a daily basis free from accumulation of waste materials,excess material,equipment,debris or rubbish caused by operations under the Agreement, The CONTRACTOR shall remove all tools,scaffolding,equipment and materials used by the CONTRACTOR and not Incorporated Into the completed work and shall leave'the CONTRACTOR'S work "broom clean" and free and clear of all obstruction and hindrance. If the CONTRACTOR falls to so remove its rubbish or waste material after twenty-four(24)hours'notice,then the OWNER shall have the right to remove it and charge the cost thereof against monies dues or to become due the CONTRACTOR.At completion of the Work, the CONTRACTOR shall remove from and about the Project waste materials, rubbish, the CONTRACTOR's tools, construction equipment, machinery and surplus materials. The CONTRACTOR shall maintain utilities in good working order during construction. The CONTRACTOR shall keep the building watertight and minimize noise and disruption to those affected by the Work. In the event that during the course of the CONTRACTOR's performance or the Work,water leaks Into occupied spaces at the Project or property adjacent thereto develop as a result of the CONTRACTOR's Work,the CONTRACTOR shall,at Its sale cost and expense,pursue appropriate remedial measures;and CONTRACTOR further agre that any and 4111 damages,direct, Page 7 of 26 initial; Owner: Contractor; INVOICE MAILING ADDRESS:PO Box 7522, 880 01-3101-4196, Hicksville,NV 11802.7522 Vendor 10:VEAGLRl01 OWNER Project ID:SMAH1114B OWNER Contract Number. 9374 Incidental,consequential or otherwise,resulting from or arising out of any such leakage shall be the sole responsibility of CONTRACTOR and shall be paid for by the CONTRACTORt. 9.11. The CONTRACTOR shall make best efforts during the performance of the Work to insure that access to or the ordinary conduct of business at the Project or adjacent thereto will not be Impeded or impaired. All Work shall be performed in accordance with all Applicable Laws;and in a safe,dean and reasonable manner,so as to minimize any inconvenience to the ordinary conduct of business at the Project or adjacent thereto. 9.12. The CONTRACTOR shall comply with all rules and regulations of the building,landlord or management in the performance of its Work. The CONTRACTOR shell afford access to the Project premises during the course of CONTRACTOR's performance of the Work,to the OWNER's tenants for purposes of performing its\their own construction work;and that such construction work by said tenants(and/or its\their contractors) may be performed concurrently with the performance of the Work by CONTRACTOR hereunder. 9.13. The CONTRACTOR shall submit a Project schedule for OWNER's review and approval. Once approved by the OWNER,the Project schedule shall not be exceeded by the CONTRACTOR except for good cause shown as determined by the OWNER. Any deviation from the Project schedule shall be brought to the OWNER's attention by the CONTRACTOR immediately. Any approved deviation from the Project schedule shall be reflected in a Change Order. 9.14, The CONTRACTOR shall provide the OWNER and Architect access to the Work in preparation and progress wherever located. 9.15. The CONTRACTOR shall pay all royalties and license fees and shall defend suits or claims for infringement of patent rights and shall hold the OWNER harmless from loss on account thereof,but shall not be responsible for such defense or loss when a particular design,process or product of a particular manufacturer or manufacturers is required by the Contract Documents unless the CONTRACTOR has reason to believe that there is an infringement of patent. 9.16. To the fullest extent permitted by law,except to the extent claims,losses or damages arise directly from the negligence or willful misconduct of Owner,Its employees,agents or representatives,the CONTRACTOR shall defend,Indemnify and hold harmless the OWNER and Kimco Realty Corporation, and their respective officers, directors, agents, employees, affiliated companies,successors,and assigns,from and against claims,liabilities,damages,injuries,losses and expenses any kind and nature, including injury to person or property,and attorneys'fees, consultant and Investigation costs, and expenses of litigation,in any manner arising out of or alleged to arise out of or related in any way to or alleged to be related in any way to, the performance of the Work or the operations of the CONTRACTOR,its Subcontractors or anyone for whose acts it may be liable,regardless of whether or not such claim,damage,loss or expense Is caused in part by a party indemnified hereunder. Such obligation shall not be construed to negate,abridge,or reduce other rights or obligations of indemnity,which would otherwise exist as to a party or person described in this Section 9.16 9.17. in claims against any person or entity indemnified under Section 9.16 by an employee of the CONTRACTOR,a Subcontractor,anyone directly or indirectly employed by them or anyone for whose acts they may be liable,the indemnification obligation under Section 9.16 shall not be limited by a limitation on amount or type of damages, compensation or benefits payable by or for the CONTRACTOR or a Subcontractor under workers'or workmen's compensation acts,disability benefit acts or other employee benefit acts. 9.28. The CONTRACTOR shall be responsible to the OWNER for the acts and omissions of the CONTRACfOR's employees,Subcontractors and their agents and employees,and other persons performing portions of the Work under a con tract with the CONTRACTOR 9.19. The OWNER will not provide a watchman or accept any responsibility for loss of materials by the CONTRACTOR, and any Subcontractor or any other person or entity directly or Indirectly acting by,through or under CONTRACTOR. The CONTRACTOR shall supply fire water during construction In the event that the fire system in the building is unavailable. Page 8 of 26 initial: Owner: Contractor _ INVOICE MAILING ADDRESS:PO Box 7522, RN 01-32M-4196, HldWARe,NY 21802-7522 vendor10:VEAGUUM OWNERProledID: RAM11148 OWNER Contract Number:9374 9.20. The CONTRACTOR shall at all times maintain one set of"Record Drawings"showing in red all changes made by the CONTRACTOR to the Work shown on the Contract Documents during construction. A current set of Record Drawings shall be kept at the project site upon which such changes shall be recorded.The Record Drawings shall be delivered to the OWNER prior to final payment. t Page 9 of 26 initial: Owner. Contractor: INVOICE MAILING ADDRESS:PO Box 7522. 88N 01-3101.41%, Hicksville,NY 11802-7522 Vendor ID:VEAGLRI01 OWNER Project iD: SMAH11148 OWNER Contract Number:9374 ARTICLE X. ADMINISTRATION OF THE CONTRACT 10.L If the OWNER,at its option,has retained an Architect to provide construction administration services,then the Architect may provide administration of the Agreement and may act as the OWNER's representative as set forth herein(1)during construction,(2)until final payment Is due and(3)with the OWNER's concurrence,from time to time during the correction period described in Article 17. If so authorized,the Architect will perform the following duties as determined by the OWNER: 10.1.1. The Architect Will visit the site at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the completed Work and to determine in general if the Work is being performed In a manner indicating that the Work,when completed,will be in accordance with the Contract Documents. However,the Architect will not be required to make exhaustive or continuous on-site inspections to check quality or quantity of the Work. On the basis of on-site observations as an architect,the Architect will keep the OWNER informed of progress of the Work and will endeavor to guard the OWNER against defects and deficiencies In the Work. 10.L2. The Architect will not have control over or charge of and will not be responsible for construction means, methods,techniques,sequences or procedures,or for safety precautions and programs in connection with the Work,since these are solely the CONTRACTOR's responsibility as provided herein. The Architect will not be responsible for the CONTRACTOR'S failure to carry out the Work in accordance with the Contract Documents. 10.1.3. Based on the Architect's observations and evaluations of the CONTRACTOWs Final Application for Payment, the Architect will review and certify the amounts due the CONTRACTOR and will issue Certificates for Final Payment in such amounts. 10.1.4. The Architect will interpret and decide matters conceming performance under and requirements of the Contract Documents on written request of either the OWNER or CONTRACTOR. The Architect will make initial decisions on all claims, . disputes or other matters in question between the OWNER and CONTRACTOR,but will not be liable for results of any interpretations or decision rendered in good faith. The Architect's decisions in matters relating to aesthetic effect will be final if consistent with the Intent expressed in the Contract Documents. All other decisions of the Architect,except those,which have been waived by making or acceptance of final payment,shall be subject to arbitration upon the written demand of either party, 10.1.5. The Architect will have authority to reject Work which does not conform to the Contract Documents. 10.1.6. The Architect will review and approve or take other appropriate action upon the CONTRACTOR's submittals such as shop drawings,product data and samples,but only for the limited purpose of checking for conformance with Information given and the design concept expressed in the Contract Documents. ARTICLE XI. SUBCONTRACTS 11,1. A Subcontractor is as defined in Article 4. 11.2. Unless otherwise stated in the Contract Documents or the bidding requirements,the CONTRACTOR,as soon as practicable after award of the Agreement,shall furnish in writing to the OWNER the names of the Subcontractors for each of the principal portions of the Work. The CONTRACTOR shall not contract with any Subcontractor to whom the OWNER or Architect has made reasonable and timely objection. The CONTRACTOR shall not be required to contract with anyone to whom the CONTRACTOR has made reasonable objection. Contracts between the CONTRACTOR and Subcontractors shall(1)require each Subcontractor,to the extent of the Work to be performed by the Subcontractor,to be bound to the CONTRACTOR by the terms of the Contract Documents,and to assume toward the CONTRACTOR all the obligations and responsibilities which the Con-tractors,by the Contract Documents,assumes toward the OWNER and Architect,and(2)allow to the Subcontractor the benefit of all rights,remedies and redress afforded to the CONTRACTOR by these Contract Documents. Page 10 of 26 1nitlai: Owner: Contractor: f INVOICE MAILING ADDRESS:PO Box 7522, BBR 01-3101-4196, Hicks0e,NY 11802.7522 Vendor ID:VEAGLRi01 OWNER Project ID:SMAH11140 OWNER Contract Number:9374 ARTICLE MI. CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 12.1. The OWNER reserves the right to perform construction or operations related to the Project with the OWNER's awn forces,and to award separate contracts In connection with other construction or operations. 12.2. The CONTRACTOR shall afford the OWNER and separate contractors reasonable opportunity for the Introduction and storage of their materials and equipment and performance of their activities,and shall connect and coordinate_ the CONTRACTOR's construction and operations with theirs as required by the Contract Documents. ARTICLE XIIi. CHANGES IN THE WORK 13.1. The OWNER,without invalidating the Agreement, may order changes in the Work consisting of additions, deletions or modifications,to the Contract Sum and Contract Time. Such changes in the Work shall be authorized by written "Change Orders,a written document specifying changes to the Scope of Work,Contract Time or Contract Sum which,tobe valid, must be signed by the OWNER and CONTRACTOR,and.If required by the OWNER,the Architect. 13.2. The Contract Sum and Contract Time shall be changed only by Change Order. 13.3. The cost or credit to the OWNER from a change in the Work shall be determined by mutual agreement. 13.4. Charges for labor and materials necessitated by changes in the Work shall be shown on an itemized proposal The OWNER and CONTRACTOR agree that no changes in the Work will be performed without a fully executed Change Order. The CONTRACTOR mark up for Change Orders shall be limited to ten percent(10%)for overhead and profit.The CONTRACTOR agrees that only the OWNER's Representative identified herein has any authority to approve any drawings or specifications or changes therein orto execute any Change Order. ARTICLE XIV. PAYMENTS AND COMPLETION 14.1. Payments shall be made as provided in Articles IV and V of this Agreement. 14.2. Payments may be withheld on account of(1)defective Work not remedied,(2)claims filed by third parties,(3) failure of the CONTRACTOR to make payments properly to Subcontractors or for labor,materials or equipment,(4)reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Sum,(5)damage to the OWNER or another contractor,(6)reasonable evidence that the Work will not be completed within the Contract Time and that the unpaid balance would not be adequate to cover actual or liquidated damages for the anticipated delay,or(7)persistent failure to carry out the Work In accordance with the Contract Documents. 14.3. Certifying Substantial Completion shall be done as set forth in Section 2.3. 14.4. Final payment shall not become due until the CONTRACTOR has satisfied the requirements for payment in Article IV and Article V. 14.5. Acceptance of final payment by the CONTRACTOR,a Subcontractor or materialman shall constitute a waiver of all claims by that payee. ARTICLE XV. PROTECTION OF PERSONS AND PROPERTY Page 11 of 24 initial: Owner: Contractor: INVOICE MAILING ADDRESS:PO Box 7522, 68#01-3101-4196, HfckpAe,NY 11802.7522 , Vendor ID:VEAGLRI01 DWNER Project tD:SMAH11148 OWNER Contract Number:9374 15.1. The CONTRACTOR shall be responsible for initiating, maintaining,and supervising all safety precautions and programs in connection with the performance of the Work required by the Contract Documents. The CONTRACTOR shall take reasonable precautions for safety of,and shall provide reasonable protection to prevent damage,injury or loss to: a) employees on the Work and other persons who may be affected thereby; b) the Work and materials and equipment to be incorporated therein;and c) other property at the site or adjacent thereto. 15.2. The,CONTRACTOR shall give notices and comply with Applicable Laws bearing on safety of persons and property and their protection from damage,Injury or loss.The CONTRACTOR shall promptly remedy damage and loss to property at the site caused in whole or in part by the CONTRACTOR,a Subcontractor,or anyone directly or indirectly employed by any of them,or by anyone for whose acts they may be liable and for which the CONTRACTOR Is responsible under Article 15,except for damage or loss attributable to acts or omissions of the OWNER and not attributable to the fault or negligence of the CONTRACTOR. The foregoing obligations of the CONTRACTOR are in addition to the CONTRACTOR's obligations under Article 9. 15.3. The CONTRACTOR shall not be required to perform without consent any Work relating to asbestos or polychlorinated biphenyl(PC6). ARTICLE XVI. INSURANCE 16.1, insurance requirements for the Project are set forth in Exhibit A attached hereto and made a part thereof. ARTICLE XVIi. WARRANTY/CORRECTION OF WORK 17.1. The CONTRACTOR hereby agrees to promptly remedy,at its own expense,all defects due to faulty materials or workmanship and the damage caused thereby which appear during the guarantee period set forth herein.The CONTRACTOR further agrees to deliver to the OWNER,prior to the CONTRACTOR's Application for Final Payment,all written guarantees and certificates provided against faulty workmanship and materials required by this Section. Such guarantees and certificates shall be addressed to the OWNER and shall include all terminal dates required. The delivery of these documents shall not relieve the CONTRACTOR of fulfilling its complete obligations contained herein. 17.2. Warranty/Guaranty for General Construction: The CONTRACTOR hereby unconditionally warrants and guarantees for a period of one(1)year from acceptance by the OWNER(astevldenced by the date on the Certificate of Substantial Completion signed by OWNER) that all Work appears to be installed free from any and all defects In accordance with the requirements of the Contract Documents and that all apparatus,systems,and equipment have or will develop capacities and characteristics specified,subject to minor corrections and completion of punch list Items. The date that said guaranty shall commence pursuant to the preceding sentence Is hereinafter referred to as the"Guaranty Start Date". Whenever,within one (1)year following the Guaranty Start Date,the CONTRACTOR is notified in writing by the OWNER that any of the Work or an item of the Work,including equipment,material and/or workmanship as provided for In the Drawings and Speciflcatlons,has proven defective or does not meet the requirements of the Contract Documents,the CONTRACTOR shall immediately replace,repair or otherwise correct the defect or deficiency to the satisfaction of the OWNER without cost to OWNER. The CONTRACTOR also shall replace or repair to the satisfaction of the OWNER and without cost to OWNER any and all damages done to the buildings or their contents or to work of other trades in consequences of work performed in fulfilling the CONTRACTOR'S guarantees. 17,3. The CONTRACTOR shall promptly correct Work rejected by the OWNER or failing to conform to the requirements of the Contract Documents, whether observed before or after Substantial Completion and whether or not fabricated, installed or completed, and shall correct any Work found to be not in accordance with the requirements of the Contract Documents within a period of one(1)year from the date of Substantial Completion of the Work as certified by the OWNER or by terms of an applicable special warranty required by the Contract Documents. The provisions of this Article 17 apply to Work done by Subcontractors as well as to Work done by direct employees of the CONTRACTOR. Page it of 26 Initial: Owner; Contractor: f�•+' INVOICE MAILING ADDRESS:PO Sax 7522, a9q 013201-4196, Hicksville,NY 11802-7522 Vendor ID:VEAGLR101 OWNER Projectl0:SMAH11146 OWNER Contract Number:9374 17.4. Nothing contained in this Article 17 shall be construed to establish a period of limitation with respect to other obligations,which the CONTRACTOR might have under the Contract Documents. Establishment of the time period of one(1) year as described in Section 17.2 relates only to the specific obligation of the CONTRACTOR to correct the Work,and has no relationship to the time within which the obligation to comply with the Contract Documents may be sought to be enforced,nor to the time within which proceedings may be commenced to establish the CONTRACTOR's liability with respect to the CONTRACTOR's obligations other than specifically to correct the Work. ARTICLE XVIII. TERMINATION OF THE AGREEMENT 18.1. If the OWNER fails to make payment on approved Applications for Payment for a period of sixty(60)days after the date payment is due,the CONTRACTOR may,upon seven days'written notice to the OWNER,give notice of an intent to terminate the Agreement if the default in payment is not cured within seven(7)days and re-cover from the OWNER payment for Work executed and for proven loss with respect to materials,equipment,tools,and construction equipment and machinery. 18.2. If the CONTRACTOR defaults or persistently fails or neglects to carry out the.Work In accordance with the Contract Documents or fails to perform a material provision of the Agreement,the OWNER,after seven days'written notice to the CONTRACTOR and without prejudice to any other remedy the OWNER may have,may make good on such deficiencies and may deduct the cost thereof, including compensation for the Architects' services and expenses and attorney's fees made necessary thereby, from the payment then or thereafter due the CONTRACTOR. Alternatively, at the OWNER's option,the OWNER may terminate the Agreement and take possession of the site,and of all materials,equipment,tools,and construction equipment and machinery thereon paid for by the OWNER and may finish the Work whatever method the OWNER may deem expedient. If the costs of finishing the Work,Including compensation for the Architect's services and expenses and attorney's fees made necessary thereby,exceed such unpaid balance,the CONTRACTOR shall pay the difference to the OWNER. 18.3. The OWNER may,without cause,terminate the Agreement for the OWNER's convenience and without cause. Upon receiptof written notice from the OWNER of such termination for the OWNER's convenience,the CONTRACTOR shall cease operations as directed by the OWNER in the notice;take actions necessary,or as OWNER may direct,to protect and preserve the Work,and except for Work directed to be performed prior to the effective date of termination stated in the notice,terminate all existing subcontracts and purchase orders or at OWNER's discretion,assign said subcontracts to OWNER. in the event of a termination for convenience,the CONTRACTOR shall be entitled to receive payment only for the Work satisfactorily executed up to the date of termination. ARTICLE XIX. MISCELLANEOUS PROVISIONS 19.2. A. The CONTRACTOR,for itself and its agents,subcontractors,laborers,employees and materialmen,hereby subordinates all Its(and their)rights,to any and all mortgages,deeds of trust orsecurity agreements at anytime now or hereafter placed on the fee title of the Project premises or on any leasehold Interest or otherinterest of the OWNER in the Project premises (and further subordinates all Its(and their)rights,to any and all mortgages,deeds of trust or security agreements at any time now or hereafter placed on the fee title of the Project premises or on any leasehold interest or other interest of the OWNER In the Project premises (and subordinates all its (and their) rights to all renewals, modifications,.extensions or consolidations thereoQ,and hereby also subordinates each and all liens,claims or rights'of lien which CONTRACTOR or any of said other persons may have now or in the future for or on account of labor or material(or both)furnished by them,or any of them,to the Project pursuant'to this Agreement or otherwise. Upon request,the CONTRACTOR agrees to duly execute and deliver promptly to the OWNER for directly to such holder of a mortgage, deed of trust or security agreement) a written confirmation of such subordination,or enter into a separate agreement of subordination In form and substance as requested,from time to time by the OWNER. If this Article 19 or the application thereof to any person or circumstances, to any extent,shall be invalid or unenforceable under applicable law,the other provisions of this Agreement shall not be affected and each provision(including. this one)shall be valid and be enforced to the fullest extent permitted by Applicable Laws. B. This Agreement shall not be assignable by the CONTRACTOR without the prior ritten approval of the OWNER in Its sole and absolute discretion. Any attempted assignment,sublet or delegation of this Agreeme without such consent shall be a Page 13of26 Initial: Owner. Contractor. INVOICE MAILING ADDRESS:PO Box 752Z Batt 013lOi 419fi, Hicksville,NY 11802-7522 Vendor ID:VEAGLRI01 OWNER ProjectiD: SMAH1114B OWNER Contract Nurnber. 9374 default by the CONTRACTOR. in no event shall OWNER be deemed to have any contractual relationship with any Subcontractor. The approval of Subcontractors in no way relieves the CONTRACTOR from full responsibility and holds good only so long as requirements hereunder are met;nor does approval permit subletting any part of a subcontract,such being a violation of this Agreement by the CONTRACTOR. C.The OWNER may,without consent of the CONTRACTOR,assign the Agreement to an Institutional lender providing construction financing for the Project and/or the purchaser of the OWNER's interest in the Project. In such event,the lender and/or such purchaser shall assume the OWNER's rights and obligations under the Contract Documents. The CONTRACTOR shall execute at consents reasonably required to facilitate such assignment. 19.2. Bonds: The OWNER, at its sole discretion and cost, may require that that the CONTRACTOR furnish a Performance and Payment Bond for either the CONTRACTOR and/or for any and all subcontractors in the amount of n/a or greater. Said bonds shall be written by insurance companies approved by the OWNER and shalt be in a form approved by the OWNER. Bonds shall name the CONTRACTOR,the OWNER and the OWNER's construction Lender(if any)as additionally insured. The CONTRACTOR shall require from all Subcontractors who are required to be bonded in accordance with the first sentence of this Section,that each such Subcontractor furnish its own bond at such Subcontractor's own expense. 19.3. Consectuentiai Damages: The CONTRACTOR waives all claims for consequential damages against the OWNER arising from the performance of the Agreement and under any of the Contract Documents,Including but not limited to,lost profits, lost revenue, loss of productivity or revenue, financing costs, loss of use, lost opportunities, and managerial and personnel costs. 19.4. Governina Law: The law of the State where the Project is located shall govern this Agreement. 19.5. Mediation; All claims or disputes between the CONTRACTOR and the OWNER arising put or relating to the Agreement, or the breach thereof,shall be subject to mediation as a condition precedent to litigation.Mediation shall be administered by a mediator mutually agreed to by the parties within fourteen(14)days of a demand for mediation by any party hereto. If no agreement is reached on a mediator,the mediation shall be administered by the American Arbitration Association in accordance with its Construction Industry Mediation Procedures in effect on the date of this Agreement. A demand for mediation shall be made in writing,delivered to the other parry to the Agreement,and upon agreement on a mediator,shall be served on the mediator or entity administering the mediation. The demand may be made concurrently with the filing of litigation,but in such event, mediation shall proceed in advance of litigation,which shall be stayed pending mediation for a period of sixty(60)days from the date of filing,unless stayed for a longer period of time by agreement of the parties or order of court. The parties shall share the mediator's fee and any filing fees equally. The mediation shall be held in the place where the Project Is located. Agreements reached in mediation shall be enforceable as settlement agreements in any court having jurisdiction thereof.If any party is required to file an action to enforce a settlement reached In the mediation,the filing party shall be entitled to recover its attorney's fees in connection with such enforcement proceedings. 19.6. liho It is understood that contracts will be awarded by the OWNER and labor will be employed on the Project without discrimination as to whether the employees, agents,suppliers and/or Subcontractors, of the OWNER or any other contractors including those that may be employed by the OWNER of the Project,are members or non-members of any labor or collective bargaining organization,and the CONTRACTOR accepts this requirement. There shall be no manifestations on the Project of any dispute between any labor organization and the CONTRACTOR. The CONTRACTOR agrees to employ workers,agents,suppliers and/or Subcontractors who will perform the Work under this Agreement, whether or not other employees or mechanics on the Project are members or non-members of any labor or collective bargaining organization. Should any workers performing work covered by this Agreement engage in a strike or other work stoppage or cease to work due to picketing or a labor dispute of any.kind,the OWNER may,at''its option and without prejudice to any other remedies It may have,after twenty-four(24)hours'written notice to contractor,provide any substitute labor as may be required and deduct the cost thereof from any monies then due to thereafter to become due the CONTRACTOR;and further,the OWNER may At its option,without prejudice to any other remedies tt may have,terminate the employment of CONTRACTOR for cau p rsuant to this rAgreement,and Page 14 of 2b Initial: Owner: ___���Contractor. INVOICE MAILING ADDRESS:PO Box 7522, BON O1-3101-4196, HIcitsville,NY 11802-7522 Vendor M:VEAGLRl01 OWNER Project ID:SMAH11148 OWNER Contract Number. 9374 shall have the right to enter upon the premises and take possession for the purpose of completing the work hereunder of all CONTRACTOR's materials paid for by the OWNER,and to finish the work either with its own employees or other contractors,and in case of such termination of the employment by the OWNER,the CONTRACTOR shall not be entitled to receive any further payments under the Agreement or otherwise but shall nevertheless remain liable for any damages which OWNER incurs. If the expenses incurred by OWNER in completing the Work shall exceed the unpaid balance due the CONTRACTOR,the CONTRACTOR shall pay the difference to the OWNER together with any other damages incurred by the OWNER as the result of the CONTRACTOR's default. Kimco Realty Corporation is an equal opportunity employer and federal contractor or subcontractor. Consequently, the parties agree that,as applicable,they will abide by the requirements of 41 CFR 60-1.4(a),41 CFR 60-300.5(a)and 41 CFR 60-74LS(a) and that these laws are incorporated herein by reference- These regulations prohibit discrimination against qualified individuals based on their status as protected veterans or individuals with disabilities,and prohibit discrimination against all individuals based on their race, color, religion, sex, sexual orientation, gender identity or national origin. These regulations require that covered prime contractors and subcontractors take affirmative action to employ and advance in employment Individuals without regard to race, color,religion,sex,sexual orientation,gender identity,national origin,protected veteran status or disability. The parties also agree that,as applicable,they will abide by the requirements of Executive Order 13496{29 CFR Part 471,Appendix A to Subpart A),relating to the notice of employee rights under federal labor laws. Any vendor with questions regarding"appropriate business conduct or to report a matter of concern may contact any of the following parties: • Leah Landro,Vice President of Human Resources,at 516.869-7135 or at LLandro@Kimcorealty.com • Bruce Rubenstein,General Counsel,at 516-869-7221 or at BRubenstein@Kimcorealty.com • Ethics Helpline at 1-866-SU-5866 or at https://kiimeorealty.alertline.com.Administered by Global Compliance,a third party vendor,the Ethics Helpline provides an avenue to report concerns anonymously 19.6 Integration: This Agreement and the exhibits set'forth below represents the complete and final agreement of the parties hereto and supersedes any prior negotiations,representations,proposals,or communications not specifically incorporated herein. This Agreement may be executed In one or more counterparts,each of which shall be deemed to constitute an original,but all of which,when taken together,shall constitute one and the same instrument.. Exhibits forming a part of this Agreement are as follows: • Exhibit A•Insurance Requirements • Exhibit 13-Scope of Work(plans and specifications), • Exhibit C-Waiver of Lien • Exhibit D-Subcontractor Log • Exhibit E •Certificate of Substantial Completion 19.7 Facsimile and Electronic PDP SligpItures- Facsimile or scanned signatures (e.g. e-mailed In POF format) are acceptable to effectuate the terms of this instrument. The persons signing this document on behalf of the OWNER and the CONTRACTOR represents by such signature that he or she has been duly.authorized by such party to execute this document and that such signature creates a binding obligation of such party. 19.8 limitation of Owner Liability: Notwithstanding anything to the contrary,the CONTRACTOR agrees It will look solely to the OWNER's interest in the OWNER's Property on which the Project and Work are performed as the sole asset for collection of any claim,judgment or damages or enforcement of any other judicial process requiring payment of money. The CONTRACTOR agrees that no other assets of the OWNER shall be subject to levy,execution or other procedures to satisfy the CONTRACTOR's rights or remedies. 19.9 OFAC; The CONTRACTOR represents and warrants to the OWNER that neither the CONTRACTOR nor any of Its subsidiaries,officers,directors,employees,nor,to the knowledge of CONTRACTOR,any agent or flate or representative of the Page Is of 26 Initial: Owner.. JrCDntractar:.1._._ INVOICE MAILING ADDRESS:PO Box 7S22, 889 01-3101.4196, Hicksville,NY 11802.7522 Vendor ID:VEAGLRI01 OWNER Project ID: SMAK11146 OWNER Contract Number: 9374 CONTRACTOR is, or at any time during the Work will be: (ij the target of any sanctions administered or enforced by the U.S. Government(including,without limitation, the Office of Foreign Assets Control of the U.S. Department of the Treasury or the U.S. Department of State and including, without limitation, the designation as a"specially designated national" or"blocked person) (collectively, "Sanctions"),or(ii)engaged in activities In violation of Sanctions, or has been convicted, pleaded nolo contendere, indicted,arraigned or detained on charges involving money laundering or predicate crimes to money laundering. A violation of this Section,in addition to all other remedies at law or in equity,shall entitle the OWNER to immediately terminate this Agreement on written notice to the CONTRACTOR. 19.10 Notices: All notices required by this Agreement or other communications to either party by the other shall be deemed given when made in writing and received or refused by the noticed party. Said notices shall be(a)deposited In the United States Mail,certified,postage prepaid with an email confirmation also sent to the recipient,or(b)by messenger delivery with an email confirmation also sent to the recipient upon the addressees as set forth below,or(c)by national next day air courier with an email,. confirmation also sent to the recipient upon the addresses set forth below:or(d)by email with a hard copy delivered by one(1)of the methods set forth in(a)through(c)above: To OWNER: To CONTRACTOR: Festival of Hyannis,UC Eagle Rivet Roof Service ATTN: Tracy Perron ATTN: Brett Trask. Two Newton Executive Park,Suite 100 2 Boxcar Blvd Newton,MA 02462 Tewksbury,MA Office:617-933.2823 Office: 978-640-9777 Ismail: tperron@kimcoreaity.com Email: brett.trask@eagierivet.com The OWNER or the CONTRACTOR may change the address or the person to whose attention notices or submissions is sent by giving the other party written notice of such a change. 19.11 No Waiver By Owner. No waiver by the OWNER of any breach by the other or requirement of obtaining the other party's consent shall be deemed a waiver of any other provision of this Agreement or any subsequent breach of the same provision or a waiver of any necessity for further consent. In the event that payment is due the OWNER pursuant to the terms of this Agreement,no payment by the CONTRACTOR or acceptance by the OWNER of a lesser amount than due shall be deemed to be anything but payment on account, and a payment of a lesser amount with a statement that the lesser amount is payment In full shall not be deemed an accord and satisfaction. The OWNER may accept the payment without prejudice to recover the balance due or pursue any other remedy.The OWNER may accept payments even after default by the other without prejudice to subsequent or concurrent rights or remedies available to such party under this Agreement,at law or in equity. 19.12 Harmony. To the extent that other contractors,subcontractors or professionals are performing work at the Property at the same time, whether In coordination with the work being done by CONTRACTOR or on an unrelated project,whether hired by OWNER or a tenant at the Property,CONTRACTOR and its Subcontractors shall use commercially reasonable efforts to work at the Property in harmony with the other contractors,subcontractors and professionals to facilitate efficient and safe completion of all current projects at.the Property, Any Issues with the Interaction of CONTRACTOR and\or Subcontractors with any third-party on the Property shall be brought to the immediate attention of OWNER for proper resolution and coordination of efforts,schedules,and locations, Page 16 of 26 Initial: Owner: --: _,_,Contractor:. INVOICE MAILING ADDRESS:PO Box 752I, BBH 01-3101-4196, Hicksville,NY 11802.7S22 Vendor ID:VEAGLRI01 OWNER Project ID: SMAH1114B OWNER Contract Number.9374 In witness whereof,the undersigned parties hereto have set their hands and affixed their seal to this Agreement as of the day and year first written above. FESTIVAL OF HYANNIS,LLC By: Festival of Hyannis Holdco,LLC,Its sole member By: Kimco Income Fund I,LP.,Its sole member By: Kimco Income Fun GP,Inc.,Its general partner OWNER: SIGNED BY: /^SIGNED BY: NAME: Tracy Perron NAME: Robert Scholem TITLE: AUTHORIZED AGENT TITLE: AUTHORIZED AGENT DATED: � DATED: CONTRACTOR: Eagle Rivet iRooffSService SIGNED BY: " , '" SIGNED BY: NAME: .. 1cJ1lS NAME: TITLE: / .�s�A'C c TITLE: DATED: J- l DATED., Page 17 of 26 Initial: Owner: Contractor: PAP INVOICE MAILING ADDRESS:PO Box 7522, 881101-3101.4196, Hicksville,NY 11802.7522 Vendor ID:VEAGUi101 OWNER Project to: SMAH11148 OWNER Contract Number: 9374 EXHIBIT A MINIMUM INSURANCE REQUIREMENTS FOR CONTRACTORS A. General The CONTRACTOR shall purchase from and furnish from companies authorized to do business in the state in which the Project is located and shall maintain in full force and effect without interruption during and throughout the entire term of the Agreement and such longer period of time as set forth herein,at Its sole cost,all of the insurance coverages required by and described in this Exhibit A. All insurance shall be written by,and secured from,a responsible company or companies which are satisfactory to the OWNER and which are authorized to engage in such insurance business in the State. All insurance shall be written for not less than the limits specified herein below,or as required by law,whichever is greater, The required insurance policies shall be placed with insurance companies with A.M.Best's ratings of A;VIII or better and shall incorporate a provision requiring written notice to the OWNER at least thirty(30)days prior to the cancellation or non-renewal of any such policies, The Insurance herein shall be written for not less than limits of liability specified herein. Coverages,whether written on an occurrence or claims-made basis,shall be maintained without interruption from the date of commencement of the Work until the date of final'payment and termination of any coverage required to be maintained after final payment,and,With respect to the CONTRACTOR's completed operations coverage,until years from the date of Final Completion. 1, Workers Compensation and Employers Liability Coverage. a) Statutory Workers Compensation coverage b) Employers Liability-One Million Dollars($1,000,000) c) Thirty(30)days'notice of cancellation to OWNER is required. 2. General Liability Coverage a) Limits of Liability: One Million Dollars($1,000,000)combined single limit for bodily injury,personal injury orproperty damage per occurrence b) "Occurrence"form,including: c) Premises/Operations Liability d) Blanket Contractual Liability,Including coverage for all liability assumed under in this Agreement. e) Products&Completed Operations 0 Pollution coverage for losses arising out of a hostile fire g) "XCU"Hazards must be covered h) Thirty(30)days'cancellation to OWNER.as a condition of cancellation is required. 3. Business Automobile Coverage a) Limit of Liability: One Million Dollars($1,000,000)combined single limit per accident for bodily injury /property damage b) Business Auto policy form,including: c) Coverage for"any auto"which includes autos owned,hired,and non-owned autos d) Thirty(30)days'notice of cancellation to OWNER is requlred. 4. Umbrella Liability Coverage a) Umit of liability: Not less than Five Million Dollars(SS,000,000)per occurrence b) Thirty(30)days'notice of cancellation to OWNER is required. S. Property Insurance The CONTRACTOR and Its Subcontractors shall be responsible for all loss or damage to CONTRACTOR's tools,equipment sheds,and any other materials or supplies,which do not become part of the finished project. OWNER and Its agents take no responsibility for said equipment. B. Additional Insured Requirements Page 18 of 26 Initial: Owner: Contractor: INVOICE MAILING ADDRESS:PO Box 7522, a$a 01-3101.4196, Hicksville,NY 21802-7522 Vendor to:VEAGLRI01 OWNER Project ID:SMAH1114B OWNER Contract Number. 9374 1. The CONTRACTOR shall name kimco Realty Corporation,and its officers and directors, as well as all related subsidiaries, entities,and operations on the CONTRACTOR's General liability and Automobile Liability and excess/umbrella policies.Said policies shall be endorsed to be primary and non-contributory as to the additional insureds over any other insurance carried by the additional insured.As respects the additional insureds,there shall be a severability of interest for all coverage provides under said policies. The additional insured endorsement shall cover all liability, indemnifications and hold harmless agreements arising out of the CONTRACTOR's work and shall be on ISO Form CG 20 10 1185 or its equivalent. 2. The General Liability policy shalt provide contractual liability insurance coverage for the liability assumed by the CONTRACTOR under the provisions of the Agreement. The policy shall contain a provision that the general liability insurance company shall notify OWNER at least thirty(30)days prior to the effective date of any cancellation or reduction in coverage in said policies. 3. information concerning any reduction of coverage of limits shall be promptly furnished to the OWNER by the CONTRACTOR. 4. All policies shall waive any rights of subrogation of the insurers against the OWNER. C. Certificates of insurance As evidence of the insurance required herein,and prior to the beginning of services,the CONTRACTOR shall submit to the OWNER certificates of insurance evidencing all of the required coverage and certifying that the insurance policies have been properly endorsed to meet the requirements set forth in Exhibit A. The CONTRACTOR agrees to furnish renewal insurance certificates throughout the term of the Agreement. Failure of the OWNER to obtain such insurance certificates shall not be deemed a waiver of any insurance requirements herein. In the event of any non-renewal of policies, cancellation of insurance, reduction in coverage, or material modification in coverages or changes in Insurers or limits,the CONTRACTOR shall provide prompt written notice to the OWNER of such changes and shall provide to the OWNER an updated Certificate of Insurance evidencing compliance with the requirements set forth in this Exhibit A. In the event that CONTRACTOR fails to provide all required insurance certificates to the OWNER within five(5) days of the OWNER and the CONTRACTOR executing this Agreement,the OWNER shall have the right to terminate this Agreement for cause in accordance with the terms of the Agreement. D. Other Duties,Representations,and Obligations 1.• The foregoing provisions requiring the CONTRACTOR to carry insurance shall not be construed in any manner as waiving, restricting or limiting the liability of the CONTRACTOR as to any obligations imposed under the Agreement,whether or not same are,or may be covered by insurance. 2. The CONTRACTOR shall not violate or knowingly permit any violation of any conditions or terms of the policies of insurance described herein. In the event the CONTRACTOR neglects,refuses or fails to provide or maintain any of the Insurance required under this Agreement or if such Insurance is canceled for any reason,the OWNER shall have the right,but not the obligation, to procure or maintain the same. In the event the OWNER does procure or maintain such insurance,the OWNER shall have, in addition to any and all other available remedies,the right to recover from the CONTRACTOR(including the right of set-off against sums otherwise due the CONTRACTOR)all of the costs associated with procuring or maintaining such insurance plus an administrative fee often percent(10%)of all insurance procurement costs. - 3. The CONTRACTOR shall require each of its subcontractors retained hereunder by the CONTRACTOR to maintain the coverages set forth in Exhibit A with limits of Insurance appropriate for the type and nature of services being performed by such subcontractor. E. Additional insurance from OWNER The OWNER may purchase and maintain other Insurance as OWNER deems appropriate. No purchase of any Insurance by the OWNER shall in any way be deemed to alter or amend the rights of responsibilities of the OWNER or CONTRACTOR under this Agreement. F. Property Insurance 1. Unless otherwise provided,the OWNER shall purchase and maintain,in a company or companies lawfully authorized to do business In the jurisdiction in which the Project is located,property insurance in the amount of the initial Contract Sum,plus value of subsequent Contract Amendments and cost of materials supplied or installed by others,comprising total value for the entire Project at the site on a replacement cost basis without optional deductibles.Such property Insurance shall be maintained,unless otherwise provided In the Contract Documents or otherwise agreed in writing by all persons and entities Page 19 of 26 Initial: Owner: Contractor INVOICE MAILING ADDRESS:PO Box 7522, BBN Q1-3101-4196, Hicksville,NY 11802.7522 Vendor ID:VEAGLR101 OWNER Project ID:SMAH11148 OWNER Contract Number: 9374 who are beneficiaries of such insurance,until final payment has been made or until no person or entity other than the OWNER has an insurable interest in the property required by this Paragraph F to be covered,whichever is later.This insurance shall include interests of the OWNER,the CONTRACTOR,Subcontractors in the Project. 2 Property insurance shall be on an"al-risk"or equivalent policy form and shall indude,without limitation,insurance against the perils of fire(with extended coverage)and physical loss or damage including,without duplication of coverage,theft, vandalism, malicious mischief,,collapse,earthquake,flood,windstorm,falsework,testing and startup,temporary buildings and debris removal including demolition occasioned by enforcement of any applicable legal requirements,and shall cover reasonable compensation for Architect's and CONTRACTOR's services and expenses required as a result of such insured loss. 3. If the OWNER does not intend to purchase such property insurance required by the Contract and with all of the coverages in the amount described above,the OWNER shall so inform the CONTRACTOR in writing prior to commencement of the Work. The CONTRACTOR may then effect insurance that will protect the interests of the CONTRACTOR,Subcontractors and Sub- subcontractors in the Work, and by appropriate Change Order the cost thereof shall be charged to the OWNER. If the CONTRACTOR is damaged by the failure or neglect of the OWNER to purchase or maintain insurance as described above, without so notifying the CONTRACTOR in writing, then the OWNER shall bear all reasonable costs properly attributable thereto. 4. If the property insurance requires deductibles,the OWNER shall pay costs not covered because of such deductibles. S. This property insurance shall cover portions of the Work stored off the site,and also portions of the Work in transit. 6. Partial occupancy or use of the Project shall not commence until the insurance company or companies providing property insurance have consented to such partial occupancy or use by endorsement or otherwise.The OWNER and the CONTRACTOR shall take reasonable steps to obtain consent of the insurance company or companies and shall,without mutual written consent, take no action with respect to partial occupancy or use that would cause cancellation,lapse or reduction of, Insurance. 7. Waiver of Subrogation. To the extent permitted,by the insurance policy,the OWNER and CONTRACTOR waive all rights against each other and any their subcontractors,sub-subcontractors,agents and employees,each of the other fordamages caused by fire or other causes of loss to the extent covered by property insurance obtained pursuant to this Exhibit A or other property insurance applicable to the Work,except such rights as they have to proceeds of such insurance held by the OWNER as fiduciary. A waiver of subrogation shall be effective as to a person or entity even though that person or entity would otherwise have a duty of indemnification,contractual or otherwise,did not pay the insurance premium directly or Indirectly, and whether or not the person or entity had an insurable interest in the property damaged. 8. A loss insured under the OWNER's property insurance shall be adjusted by the OWNER as fiduciary and made payable to the OWNER as fiduciary for the insureds, as their interests may appear.The CONTRACTOR shall pay Subcontractors their just shares of insurance proceeds received by the CONTRACTOR,and by appropriate agreements,written where legally required for validity,shall require Subcontractors to make payments to their Subcontractors in similar manner. 9. If required in writing by a parry in Interest;the OWNER as fiduclary shall,upon occurrence of an Insured loss,give bond for proper performance of the OWNER's duties.The cost of required bonds shall be charged against proceeds received as flduclary. The OWNER shall deposit in a separate account proceeds so received, which the OWNER shall distribute in accordance with such agreement as the parties In interest may reach,or as determined In accordance with the method of binding dispute resolution selected in the Agreement between the OWNER and CONTRACTOR.If after such loss no other special agreement is made and unless the OWNER terminates the Agreement for convenience,replacement of damaged property shall be performed by the CONTRACTOR after notification of a Change in the Work. 10, The OWNER as fiduciary shall have power to adjust and settle a loss with insurers unless one of the parties in interest shall object In writing within five days after occurrence of loss to the OWNER's exerclse of this power;If such objection Is made, Page 20of 26 initial: Owner: Corthactor; INVOICE MAILING AOORESS:PO Box 7522, 8Bp 01-3101-4196, HlcksVile,NY 11902-7522 VendoriD.VEAGLRI01 OWNER Project ID.,SMAH21148 OWNER Contract Number. 9374 the dispute shall be resolved in the manner selected by the OWNER and CONTRACTOR as the method Of binding dispute resolution in the Agreement. Page 21 of 26 lnittal: Owner: COntracto►: _ INVOICE MAIUNG ADDRESS:PO Box 7522, Bad 01-3101-4196, Hicksville,NY 11802.7522 Vendor 10:VEAGUt101 OWNER Project ID:SMAH11148 OWNER Contract Number: 9374 EXHIBIT B SCOPE OF WORK Festival at Hyannis-HomeGoods Base Bid-GAF Mechanically Attached TFO Roof System Eagle Rivet proposes to complete the follaWi, • Fumish an matea3ats,labor.and safety equiprmd needed in order to complete this scope of work. • Upon arrtval,crane load all materials to the roof and set up the proper safety equipment I accordance to OSKA mWffemenfs. • Reirtave and dispose of atl ex g trust cork. . • Shoe eXlstifrg loose.fail EPDM membrane in 10xlW squares. • Furnish and install One(1)layer of GAF W HD board over eldsfing tnstriation and EPOM membrane. • Famish and install new TPO coated edge.rrretal around the perimeter to manufacturer's spectE•rcati ns. The TPO roof nieMb amwttl to itrsla�ed up and Over the perlrneter parapets and the walls at thefront of the bu fg to be wetded lad the view Edge metal. • Furnish and instal!new m ed wilcaBy t'askm,ed GAF.t 0Vi hoe TPO wof system.gompl.ete vrftr au itasttfngs arcl tenon as resin by the manufacturer's specifications. • Furnish and install new TPO walkway pads in the areas where existing EPDM walkway pads are located. • Maintain a clean worksite,dailyand remove alldebds from work areas upon compleftort of Job In dtii., Asters provided by EaglePave#: • Provide a(20)year GAF NDL warranty. • Provide a(2)year Eagle Rivet workm anship guarar Itee. All work outiiiwd above WHI be comfohdod tor the surrm,of: $4 54,475.00 0fatemrtats,Lab",Taxes,and Perrdit hwfuded) "Price rettects only vfttts.cohrIed in-Me scoe of work mare. •'Price does mincrtsde interior prnieddon. "Price does not Ind'We teinpamrydi4ronrreclnylrc=ecftV orMsing ofroofto equipment. Prfec does narfactWe drairr•raprosconiett! Page 22 of 26 Initial: Owner: Contractor: INVOICE MAILING ADDRESS:PO Box 7522, 884 01-3101-4196, Hicksville,NY 11902.7522 OWNER Project ID:SMAH11148 VendorlD:VEAGLRI01 Festival at Hyannis-Plerl Base Bid—GAF Mechanically Attached TPO Roof System Eagle Rivet probes to complete the fo►owtrg: a Fumsh all materials,labor,and safety equipment needed in order to complete this scope of work a Upon afiivat,crane toad all materials to the roof and set up the proper safety egtllipment in amoTdance to OSHA requirements. a Remove and dispose of all existing ballast roes. a Slice existing loose laid EPDM mernbran6 in 1iD'X U Squares. a F and Install One(1)layer of GAFF!"HD board over eAsting Insulation and EPDM membrane. o Furnish and lnstail new TPO coated edge metal arMW the peMWer to nMufactruer s speaTicalion. The TPo roof membrane VAS be tttslaited up an;d over the perimeter parapets and Die walls at the front of the tiu dir to be welded to the new Edge metal. a Fwrr1sh and Install new mec4anically fastened GAF.00 White TPOlival system,complete alit flalshings an6 terminations as regrdred by the manufacturers specifications. s a Furn sh and Install new gutter system where applicam. a MaintWn a dean wo;ii Site dt y and remove all debris from work areas upon completion of job in dwripsters Provided by Eagle Rivet. a ProWde a(20)year GAF NDL warranty. • Proves a(2),year Eagle Rivet wmtcmanshlp guarantee. All word ouillned above Win be completed for Me sum of: $75,0910.0 P watertate,Labor,Taxes,and Permit mdvdod) "Puce reAecis only what hz airdlmed in the scope of work above. *,Price does nortndude Interior proletc6on. •rice does not firdude tempor,&7 oftwrinecUnwl etonnectirp Of rot ing Of noottop equipment. -Price does notrndade"ft rep1mment. Page 23 of 26 Initlalt Owner: .Contractor:f�V INVOICE MAILING ADDRESS:PO Box 7522, 8BA 01-3101-4196, Hicksville,NY 12802-7522 OWNER Project ID:SMAH11148 Vendor ID:VEAGLRI01 EXHIBIT IC FINAL LIEN WAVER FORM Property/Slte to: Company Company Providing Name- ShoppingCenter Name: owner: Release Address: (Ownership Entity) Project Period: (Current pay eriod) Original Contract Sum: S Change Orders: S -Section must be completed with each submission Adjusted Contract Sum: S Work 6 Materials Stored and Completed to Date: S *Total Amount of U ings-Including the Amount of Less Retakfage: S this Invoice Total: S Amount Conditionally Released: Ixnoa.-410 eirlel S ` Current Invoice Amount) - AmountConditfonaRyReleased: I%rivinces pt tot to curtent Invoice set a no P Jcnrtmuf W.. yet aid Amount Received TODate and Unconditionally Released: S (Previously paidj Amount of Retainage Conditioner R To Date: S (Project Coen letlon) Amount of Retainalle Unconditionally To Date: S (Pro ea C telonl r Upon receipt by the undersigned of payment and for the period and amounts as shown abovre,the undersigned conditionally releases and watt*any and all claims,Rees aed ten rights which the r undersigned has on or against the Project or the Project Owner,for labor,service,equipment and/or materials provided by or through the undersigned to the Prefect.provided,however,this Cornfi`Jonsi Release does not apply to any canrnntuallyspeclned retention withheld for dhe current Pay Period.►aymmt may be made by joint cimh.if payment to made by check,this Conmtiah al Release shall be only effective when the check Is paid by the bank upon which it Is drawn. Except for contractually-specified retention,the undersigned has been fully paid for all labor,sosriwsequipment and/or materials provided by or through the onderslgni d to the Project and does hereby unco tfidonaliy release and waive any and all der m,lien and lien rights which the undersigned has on or agaimt the.Project or the Project Owner.This.Unconditlonal Release only covers the labor, ' services,agarpmar:t and1w mateiab provided far the Pay Period specified above end does not apply to the labor,services,equipment and/or materials covered by the above Conditional Release. NOTICE:THIS UNCONOMONAL RELEASE WANES RIGHTS UNCONDIVONALLY AND STATES THAT YOU HAVE BEEN PAD FOR GIVING UP THOSE RIGHTS. r Except far contmctvaly-specified retentlon and the amount specified above for the Current Pay Period.all mantas due and owing to the subcontractors,consultants,mateialmon,suppler:and labotmon at every tier below the undersigned Incomhection with tho Project,Including labor and related union fringe ben lit payments,have been paid In hell antk accept as previously disclosed by the undersigned to the Project Owner In writing,to the undersigned's knowledge,no ddms,actions or dispute are pending or could arhe with respect to such lower Uer panes and the Project.The undersigned hereby Indemnifies and holds Project Owner heretic"from and against any and all claims,limes,flablaties,damages and esperum fintludirm reasonable attorneys fees and court costs)that the Pidject Owner may boiubl"t to as a result of the loregoirsa.statements bekg fat" This Uan Release and Walter is for the benefit of,and may be ralled upon by,all persons holdkng any Properly Interest In the Project at the real property on which the Project Is heated,Incktdltg the Project Owner,upper tier contractors,lenders,principals and sureties an my labor and material bond,title mmpmles,tenants andthe successors or mAgm of any of the foregoing.The prevailing party in any action to enforce rights whim under this Uan Release and waiver shag be entitled to recover hs attwpers'fem and legal cost from the nan•plevalft Party. I CERTIFY UNDER PENALTY OF PERI M UNDER THE LAWS OF THE STATE IN WHICH THE PROJECT IS LOCATED THAT THE FOREGOING ARE TRUE AND CORRECT STATEMENTS. COMPANY NAME: NAME: ltyp.erww rempsermmel aypewwhnsrlpttfs nrml BY: TITLE: ' - Idaamel (type er erinldp�pY dtle) OATS STATE OF ) - COUNTYOF - ) On the day o! In the year 20 before me,the undersigned,a Notary Public in and far said State,personally appeared personally known to me to be the individual whose name Is subscribed to the within Instrument and acknowledged to me Ilroewr ahetx[na irornij that he/she executed the some In his capacity,and that by his/her signature on the Iminrment.the Individual or the person upon behalf of which the Individual acted,executed this Instrument. NOTARY PUBLIC in and for thoState of (Seelwsnmpj My Commission expires: _. _ - Page 24 of 26 Initial:Owner: Contractor: INVOICE MAKING ADDRESS:PO Box 7524 _ BBNO3.3101.4196, - - lhtsvik IVY U882-7523. OWNERPrejtdlD:SMAH17T4B . Vend"ID:VEAGLRU01 EXHIQU O ' SUR OMACfQRtoo wnncroe , Mr1VN IgN4 C0114LT� dr" Cs fafndra> Ywrw. lbnlratt qn.p 1.i+fhMn1 ilMigltaM /6�II:q Ya tgndgaw twww. t4a Maa. U.nrYb.. tatwrap OrlrnM NnrX L11MMeaaiq 1Xart adtn II�ewA Mt.1 Ytri to - ta9.t W.3 Pp.< rarr t1rM •wwYtvdl Ank LYYeirNNM4 CstXla _ t! aln"." T4 bslWrarll. Nr { a OwX�M iWl _ NaNr. rld Ma am.alrNu IYp .w..t rn s.talr N+WYN •4i/a�MMW11XlIMYW/MntMi�4lMMs11Yq YMG4�1•t1.�.N ' hnirtlerteNMtiMNmwM4MNItMfWXgrYMMHm Wr�rt1• WL� Page,25 of 26 - hilltal:Owner,- Contrutor:,j9z . r INVOICE MAJUNG ADDRESS:P08ox 7522, 08R 01-3101-4196, Hicksville,NY 11802-7522 OWNER Project 10:SMAH11148 Vendor ID:VEAGLRM1 EXHIBIT CERTIFICATE OR SUBSTANTIAL COMPLETION TO: Eagle Rivet Roof Service ATTN. Brett Trask 2 Boxcar Blvd Tewksbury,MA RE, Project Substantial Completion Pursuant to And in Accordance Wlth the Terms of the Agreement Dated Septemeber 28,2018 (the"Agreement")And All Related Contract Documents. CONTRACTOR: As OWNER under the above-referenced Agreement,and in compliance with the terns thereof,and the terms of all related Contract Documents,OWNER hereby requests that the parties certify that as of 20 the work required to be performed on the Project has been Substantially Completed. All capltailzed terms In this Certificate of Substantial Completion shall have the meanings ascribed to them in the Agreement In connection with Substantial Completion,OWNER hereby further requests that the parties certify that all systems Installed as part of the Project work have been tested for safety and operation and passed all such tests required by the terms of the Agreement Therefore,OWNER now requests that the parties coordinate a time to review the work on the Project so that OWNER may Identify any punch list items which need to be addressed once Substantial Completion of the Project has been certified. The parties acknowledge and agree that the issuance of this request to certify Substantial Completion does not foreclose OWNER from disputing Substantial Completion has occurred under the terms of the Agreement and the Contract Documents if investigation reveals conditions Inconsistent with Substantial Completion. Only once executed by both parties shall this Certificate is CONTRACTOR'S representation that the status of Substantial Completion has been achieved and the Work performed under the Agreementis now available In good and safe condition far utilization by OWNER. Please contact me promptly to coordinate an Inspection of the Work and preparation of the punch list for my attention. Sincerely and certified as accurate by: n/a By: Print: Date: After inspection date of 20 .the parties agree that Substantial Completion has occurred and the list of punch items has been provided to CONTRACTOR for prompt completion: Brett Trask By: -- its: Festival of Hyannis,LLC ey: Its: Page 26 of 26 Initial:Owner: �-�Contractor: t t nW.=4Q E AORit ACORDL CERTIFICATE OF UABIUTY INSURANCE '00 CENT pgCAM 18 MUED AS A BIATTER OF PNV AATM ONLY AND COtVUS No 1dAM9 UPON THE ClNT 1CATE ISOLIREIC'f i�8 CLTMWATR DOER NOT AR INVIVBLY OR N11"M BLY AMEM EXIIND OR ALTER THE COVEMQE APFMED BY THE Potogs BELOW."CSN•RFlCAU OP M WANCE DOES NOT C01147MI'M A COIITRJICT BIFf V+IMM t9SUMQ MURER(8j,AUTHOrdW RVF1ESEMATiVII OR PROOUCER,AND 7W CifnVMTIE"XDIUL N SUSROQAUM IS WAIVlW-aubietd to t1M to"and oMMIOrta Ot i1M POCKY,0 Whp h*W may►nQdN an VW= WL A IWbWMon tltla 4WVka%dos riot*order M dft b the oa Wkdo hoWa in Neu of omb tAtowtOa Derdse Way Paopal L%*W Ins.Agway IAA mm so 413 7360" Oft Iw uMh Pain,loth Floor PO Box 4950 � 8prinpfWd,t11A 01i4d 211478 wto�wlan e; :a�sr. Z0443 tingle Rivet Root ftvto Corp. i � � VA bltton Oda Bloondaid,CT OtW02 °s COVdR Es CENTTfICA11Emom. REM N14mi �gw. *0 6 YO MW WT?W_PM_J=OF NKXM E LWW BROW HAVE ter ISSIM TOM MiB AED MAMEC npM FOR THE POLWPMW INOMTEy. N0TWl1}18T91 V"Q ANY RECUMEMT.TtiRAA OR COIVWTIONCF ANY CONTRACTOR.OTHER DOOiAi W WITH RESPECT TO WHICH THIS CERTFICATE MAY aE 1liltlKl OR MAY PBJ;t'AIK THE 94ILMOICE NFORDED BY THE PMJCU DBBCRM HEI MCI 18 8Ua1ECr TO ALL THE TW Ab, EXCLIJB04 AND COMMONS OF tiL= POL=B. LUTS SHOM MAY HAVE SM RlDUC>3D BY PAID CLANAB. Lam A 5MI311441 W01=18(INGIM11 PANowirmom gljmwo aAa*WW fUtx , n BJAt A�dM tiAwtsd Auv?rXr �. � s/i 00 WMhi,�en Cont►aot X X a,mvwnaw 1 QMA0C1AaO W UWr WFM Pest !MM@tN AQaMaME 0� pa=Q sFO- wa PIgOUats• AOa ohm►: - � A Autntaosa warutr X X 51=131i4;m mIs mot 1 ocum ANYAUTO a001LYPW1{Y{*rrpws a aw �pp Olany aoDaYOiJIg1Y{PM�octlMq i. IX A7sR�aLr X AU= MY S B Asra WU UAW 00" X X iD12109779 Ili 0641/201 AlUmm a1 axc�iaLNe Mow R CAn UANAM X ;m13m 113018 am mill _ trkra0 } N!AQ. INA 10o 1 QQ0 aAncnlvnatoror+f#ArgHartoa+mcNr►varaa.aaNtaoanrat.A+au.�d�a.aoA.+�..�srasewNwa.�.arwr.wout�+o . KWm Rallity Carper allon.srld to MAcirs and drrator%as well as a0 rotated subsidlsrtes,wass and oporadans am listed a$additional inalred under gonoW NablMy and auto U*WHtyi as roquirad by written contract far wo*perlon by bwA*d subjaat to Wma am ca"dons of the poNcy., "No Realty Carp SNO"MYWTNIIANVIDMRMPOUMUCANCKMBEMN THE IXPVWT= DATA 71tRIEOP. NOTICE %U BR RELNGM IN Q/O ry tilonhoring blowince B nfto$kW AM DAM WM TW POCKY 1g1 MNOW l8 Mrlkq C~Ddw ' WOOS"Wage;CA 9136, AWHORM tatriAWWA•rntt tWAWK�AA A" 0191�015 ACOND CORPORA110N.All ft is tesu" ACON Mom) I of 1 The ACMD tnwm and tope ate routs xwb of ACORD DMK r� CPL-02 Rev 06i l 601087 CORPORATION STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION 450 Columbus Boulevard + Hartford Connecticut 06103 Attached is your Home Improvement Contractor registration. This registration is not transferable. The Department of Consumer Protection must be notified of any changes to your registration within thirty(30) days of such change. Questions regarding this registration can be directed to the License Services Division at(860)713-6000 or email dcp.licenseservices act.gov. In an effort to be more efficient and Go Green,the department asks that you keep your email information with our office current to receive correspondence. You can access your account at-svww.elicense.ct.gov to verify,add or change your email address. Visit our web site at wwmv.ct.gov/dcp to verify registrations,download applications and the booklet for The Connecticut Contractor for Home Improvement and New Home Construction. EAGLE RIVET ROOF SERVICES CORP HOME IMPROVEMENT CONTRACTOR ~ EAGLE RIVET ROOF SERVICES CORP 15 BRITTON DR 15 BRITTON DR BLOOMFIELD CT 06002-3616 I BLOOMFIELD,CT 06002-3616 LIC./REG NO. EFFECTIVE EXPIRES HI C.0577688 12/01/2017 11/30/2018 SIGNED STATE OF CONNECTICUT + DEPARTMENT OF CONSUMER PROTECTION Be it known that EAGLE RIVET ROOF SERVICES CORP 15 BRITTON DR BLOOMFIELD) CT 06002-3616 is certified by the Department of Consumer Protection as a registered HOME IMPROVEMENT CONTRACTOR Registration;# HIC.0577688 Effective: 12/01/2017 Expiration: 11/30/2018 Micbelle Seagull,Commissioner 4=`•ti_ ''fs:. ..+... � 1�..,}.v. :z.... '}..,. � fi ✓��•.. "•re2.. -'1�.�- '�' } f•f:'y 'j 'a PROJECT n NAME: 6S � .�i. I7 cLa .. ADDRESS: PERMIT# l O� ' PERMIT DATE: AQP: �t alb 1� D1 . LARGE ROLLED PLANS .ARE IN: BOX �O SLOT �p Data entered in MAPS program on: 3 5 3 -BY: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map eqo Parcel Application #_( b Health Division Date Issued - 113L Conservation Division Application Fe Planning Dept. J. Permit Fee `> (0 " Date Definitive Plan Approved by Planning Boarder Historic - OKH _ Preservation / Hyannis Project Street Address f D 0 Z.1,4 p a< IL « Village nak)S7AB L Owner 4s i iV 4L� �i� ldgA OPI-f L-bg_'_ Address Telephone Permit Reguest. r� L �y�►i/��� � �I�v'tJ�LL3 . of/�iPLi TI�i^?J��E Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Projecf.Valuatio`h` ; i v0z 'Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ 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 o C w Total Room Count (not.including batty,): existing new First Floor Ra Count Heat Type and Fuel: IGas ❑ Oil ❑ Electric ❑ Other � T � ray Central Air:. .LdYes ❑ No Fireplaces: Existing New Existing wood/ oal stoves ❑l ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ 'Barn: ❑ isting 4nev,osize_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other: c G Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION T (BUILDER OR HOMEOWNER) Name e x ci tte Y Telephone Number (p63^3 OS S-9fM Address �b�A rl ?License• S!�J 30A 05-7 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO `S GNATURE, 9DATE A --- ,e FOR OFFICIAL USE ONLY -APPI(CATION# Y DATE ISSUED MAP/PARCEL NO. t ADDRESS VILLAGE P � OWNER DATE OF INSPECTION: `> ___.FOUNDATION FRAME i 'w INSULATION t T ' t. FIREPLACE ELECTRICAL: ROUGH FINAL 4 } PLUMBING: ROUGH FINAL GAS: ROUGH FINAL F 4 FINAL BUILDING i 1 �2 DATE CLOSED OUT z ASSOCIATION PLAN NO. r C, a The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Of Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. Applicant Information n^ Please Print Legibly Name (Business/Organization/Individual): g. Address: 100 rKep jusi Lk City/State/ZipCm kaS56-. lit 620 IS` Phone#: '1$t 3$3--114 o y Are you an employer?Check the appropriate bo : Type of project(required): 1.❑ I am a employer with 4. am a general contractor and 1 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors ,m e modeling 2.❑ I am a sole proprietor or partner- listed on the attached sheet. [re ship and have no employees These'sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp.insurance. 9. ❑Building addition [No workers' comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or.additions 3.❑ I am a homeowner doing'all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers'comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.❑ Other comp.insurance required.] Any applicant that checks box#1 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 their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:_U e- M l�'U OL.Q Policy#or Self-ins.Lic.#:WC-( -,3 IS • 34005-Fc - O3 2 Expiration Date: I Z) b l ' Job Site Address: 04om e Q,ps1c ]D7 1) 4 o ja m ial- City/State/Zip:__HUoa.n r i s . A/✓S-- 603L�Cx✓j 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$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verific ion. I do hereby under the pains and penalties of p� the i o mation provided above is true and correct Si ature: -mate: o) Phone#: 1-g20--539 B' Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Owe of brv' legations.' '6#0 #r,,A!gM,Street _ U�V : . - B. . .. ... ostor�11IA t7ZIY1 in w.mass.govldia ' -Workers' Compensation Insurance Affidavit: BlaildersxontractorsLClecfricians/Plumbers Applicant Tnforivation Please Piint Lepfly ' Alc� C' Name(B�essiorgdnization/Lndividual): o eAs+ l Cat iv�1 Address:' �" '(20 City/_StatelZip : O3Ur-hone.#: CaC 3 - yS 75c?�1 Are you an employer?Check.the appropriate'bo� :Type of project(required):. 1.LEI 1 am a employer w 4. ❑ T am a general contractor and I * have hired the stab-contracinas 6. ❑New construction . e�loyees (fuIl and/oipart time). .. 2:❑ I am a"sole proprietor or partner- listed•on the-atfached sheet 7. ❑Remodeling ship and have no employees These mub-contractors have •8. ❑Demolition. working far me in c employees and have workers' �' � ' comp.inctrrance,$' 9• ❑Building addition [No workers comp.Insur•anep 10. Electtcal airs or additions _. re4 ] 5. ❑ We are a corporation and its ' ❑ rep. . 3111 am a bAmeowner•doing all work officers have.exercised their 11.❑Phimbing repairs or additions . right 6f exemption per MGL myself [No workers comp. 12.❑Roaf repairs ins;ura_n-ce required]t c. 152, §1(4),and we have no - employees.[No woricers' 13.(�lther�45�'VILf'1C Ui� comp,insurance required.] . 'Any applicant that checks box#1 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. tconb-actors that check this boz.mnst ariached an additional sheet showing the name of the sub-contractors and stair whether or not those entities have employems. If the sub-cmhact=have employees,they mustprovidh their workers'comp.polidynurdber. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information Laurance Company Name: Policy#or Self-ins.Lic.# �� l �S�L Expiration Date: Job Site Address: �101 t1 I�Gi n UU�� CitS'/Stirte/Zip: VQ V1Yl e �. Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). Failure,to secure coverage as required zmder Secti6n'25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine rip to$1'500.00 and/or one-year imprison==as well as civil pena.ltim in the form of a STOP WORK ORDER and a fine of 4 to$250.00 a day against th;violator. Be advised the a copy of thus sfatemerit may be forwarded to the Office of Investigations of the DLA for insuance coverage verification. I do hereby certify the pains-and penalties a. that the information provided above is true and correct. Si afore: 1 Date Phone#: �p�23 3 Set 9— �7 O-ffzcial use only. Do.not write in this area,fb be completed by,city.or town official City or Town: PermitUcense# Issuing Authority(circle one): . 1.Board of Health 2.$uzZding Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 1 ' 1 ® DATE(MMIDDIYYYY) AcoRO CERTIFICATE OF LIABILITY INSURANCE 1/80013 THI�RTIFICATE 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 BELOW. 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 policy(les) 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 SULLIVAN INSURANCE GROUP INC CONTACT NAME: ONE CHESTNUT PLACE, STE 1010 PHONE c o 24 F ac No WORCESTER, MA 016082804 : E-MAIL ADDRESS: INSURE S AFFORDING COVERAGE NAIC# INSURERA: LIBERTY MUTUAL INSURANCE INSURED INSURER B: JMG CONSTRUCTION CORP 760 CHIEF JUSTICE.CUSHING HIGHWAY INSURERC: COHASSET MA 02025 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 15185622 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. INSR TYPE OF INSURANCE ADDL SUBR POLICPOLICY NUMBER MWDDY EFF/YYYY MMIDDY EXP/YYYY LIMITS LTR GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ CLAIMS-MADE F—IOCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRO LOC $ COIAUTOMOBILE LIABILITY (Ea accciden SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED R SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOSNON-OWNED PeOPERTYtDAMAGE $HIREDAUTOSAUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ $ $ A WORKERS COMPENSATION WC1-31S-340058-032 12/30/2012 12/30/2013 WCSTATU- AND EMPLOYERS'LIABILITY Y/N TORY LIMITS - ANY PROPRIETOR/PARTNER/EXECUTIVE N/A - - E.L.EACH ACCIDENT $ 1000000 OFFICERIMEMBER EXCLUDED? ❑N (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1000000 Ii yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1000000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Workers compensation insurance coverage agglies only to the workers COm ensation laws of the state of MA. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE TJX COMPANIES INC THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ATTN: JOANNE MANN ACCORDANCE WITH THE POLICY PROVISIONS. 770 COCHITUATE RD FRAMINGHAM MA 01701 AUTHORIZED REPRESENTATIVE UCL Jeff Eldrid e ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD RT NO.: 1 1 622 Didi'Dan a 1 e/ 013 6:08:3 AM 1 of 1, h1s cerL icate cancels �nd2supersedes �1 previously issued certificates. 02/26/2013 23:12 7813838818 JMG CONSTRLICTION PAGE 03/33 The Conimolawean of Massachusetts W111iaM Francis Galviun -... Pagc 2 of 2 Title individual Name Address (no PO Box) Firer,Middle,bast,Suffix Address,Clay or Town,State,Zip Code The Hanle and bualnes>s address an necthe �ordable, authorized to execute, instrumpurporting to affect acknowledge, deliver and Y an interest in real property/ Title individual Name Address (no PO Box) First,Middle,Last,Suffix Address,City or Town,State,Zip Code REAL ADAM M COHEN 3333 NEW HYDE PARK ROAD-SUITE 100 PROPERTY NEW HYDE PARK,NY 11042 USA REAL STUART COX 3333 NEW HYDE PARK ROAD-SUITE 100 PROPERTY NEW HYDE PARK,NY 11042 USA REAL RAY EDWARDS 3333 NEW HYDE PARK ROAD-SUITE 100 PROPERTY NEW HYDE PARK, NY 11042 USA REAL BRUCE RUBENSTEIN 3333 NEW HYDE PARK ROAD-SURE 100 PROPERTY NEW HYDE PARK, NY 11042 USA Consent Manufacturer — Confidential _ Does Not Require -- Data Annual Report _ Resident For Profit Merger Allowed Partnership Agent — Select a ty of filing from below to view this business entity filings: ALL FIUNQS Annual Rgxxt Annual Report-ProfeNIonel AppikMon For Re0ndon c.t to oiAman� rdna .- ,__-. . . w Comments ®2001 -2013 Commonwealth of MassoftsGO All Rlghts Reserved -ft2 http://corp.sec.state.ma.us/cmp/corpsea7rch/CorpSearchSummary.... 2/19/2013 Unr.uchusctta- Deimitnent or Pumir Safct► Dnoni or Building RegyulHiion,aucl StKn<larar 4�J Construction Supervisor License License: cs 93MI ALEXANDRE PARE 8 ROBERTS RD LITCHFIELD.NH 03D52 dL t ummi.�G,nrr Tot 3%5 FAIIYte to poiwjs a Lt Masan c on of the a Building Code saste for Ml?ocatloe or this)kense Refer loi WWW.Mass.Cor/W3 . ,y FIRE DEPARTMENTS OF THE TOWN OF BARNSTABLE Fire Prevention Office - Hinckley Building 200 Main Street, Hyannis, MA 02601 (508) 862-4097 BUILDING CODE COMPLIANCE FORM Plans dated qI for the property located at /oho /Ip,J,Jo-ja 0 also known as NA ME GoaoS have been reviewed by W'of the Barnstable ❑ COMM ❑ Cotuit ❑ Hyannis ❑ West Barnstable Fire Department. THE CHART BELOW INDICATES THE STATUS OF THE REVIEW: TYPE OF CONSTRUCTION DOCUMENT N/ RECEIVED REVIEWED COMPLIES 1. Narrative Report 2. Firefighting & Rescue Access 3. Hydrant Location &Water Supply 4. Sprinkler Systems 5. Sprinkler Control Equipment 6. Standpipe Systems 7. Standpipe Valve Locations 8. Fire Department Connection 9. Fire Protective Signaling System 10. F.P.S.S. &Annunciator Location 11. Smoke Control/Exhaust 12. Smoke Control Equipment Location 13. Life Safety System Features 14. Fire Extinguishing Systems 15. F.E.S. Control Equipment Location 16. Fire Protection Rooms 17. Fire Protection Equipment Signage j 18. Alarm Transmission,Method 19. Sequence of Operation Report 20. Acceptance Testing Criteria We believe this document to be complete and compliant for the issuance of a building permit. ❑ We have completed the acceptance testing for the occupancy permit and believe that within the scope of the building permit, the above issues are in compliance. Signature nle 4 Town of Barnstable Regulatory Services Thomas F.Geiler,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barmstable.ma.us Office: 508-962-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 6 as Owner of the subject property hereby authorize jAA eZ lrl ty+JuiI n ZAIex part to act on my behalf, in all matters'relative to work authorized by this building permit application for h k0l. AAA 02(oo1 Addreas offob) Signature of OV.41cr Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\d=lliklAppDamkLocallMimwffiWindm\Temporary laretnet FilalComwt.Outlook\QRE6ZUBN\EXPRESSAm Revised 053012 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 5 - Massachusetts State Building Code, 780 CMR, Section 107.6.2 y� cz O ZZ Project Title: HomeGoods - Interior Remodel Date:2-4-13 Property Address: HomeGoods - Festival Plaza, 1_Q7.O.Iyanougl Rd`,-Hyannis, MA 02601 s .t Project: Check(x)one or both as applicable: New construction X Existing Construction CZ UJ r*n Project description:Minor Interior Remodel- I Jeffrey Taylor MA Registration Number: 9626 Expiration date: 8/31/13 ,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Entire Project X Architectural Structural Mechanical Fire Protection X Electrical Other: for the above named project and that 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. 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 buildi `Final Construction Control Document'. Enter in the space to the right a"wet"or fa`� 0�-0 electronic signature and seal: lds�. 9fr26 0 WHITE PLAINS, NY FEB 0 4 2013, Phone number: 914-289-0011 Email:mgi ro4 �' ects. com Building Official Use Only Building Official Name: Permit No.: Date: . Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Trial Version 10 09 2012 I ��s Required Inspections and Site Review Document W As a condition of the building permit the following Inspections and Site Reviews identified by the building official are required for work per the r` 8th Edition of the Massachusetts State Building Code, 780 CMR, Section 110 and Chapter 17 Project Title: HomeGoods Interior Remodel Date: 2-4-13 Property Address: HomeGoods, 1070 Iyanough Rd,Hyannis,MA Building Permit No.: 1.The inspections indicated(x)are required by the building official. It is the responsibility of the permit applicant to request these inspections. 2.Include NFPA 72 test and acceptance documentation 3.Include applicable NFPA 13,13R,13D,14,15,17,20,241,etc.-test and acceptance documentation Required Inspections to be erformed by the Building Official ' Inspection R Inspection R Prelimina (prior to start) Roofing System/Attachment Soil/Footing/Foundation Smoke/Heat/Fire Alarm S steM2 Concrete Slab/Under Floor Carbon Monoxide S stem4 Flood Elevation/Certificate Sprinkler/Standpipe/Fire Pump' Framing-Floor/Wall/Roof Fire/Smoke Dampers Lath and Gypsum Board Witness Special Inspections Fire/Smoke Resistant Assemblies Accessibility 521 CMR Energy Code Inspections Manufactured Building Set Sheet Metal Inspections Other: Emergency Lighting/Exit Signage Final inspection All Means of Egress Com onenets All items listed in this table Required Site Review and Documentation for Phased Construction ' ' to be performed by the appropriate registered design professional or his/herdesi nee or M.G.L.c 112§81R contractor Site Review and Documentation ' R Site Review and Documentation R Soil condition/analysis/report Energy efficiency Footing and Foundation Fire Alarm Installation (including reinforcement and foundation attachment) Concrete Floor and Under Floor Fire Suppression Installation Lowest Floor Flood Elevation Field Reports' Structural Frame-wall/floor/roof Carbon Monoxide Detection S stem Lath and Plaster/Gypsum Seismic reinforcement Fire Resistant Wall/Partitions framing Smoke Control Systems Fire Resistant Wall/Partitions finish attachments Smoke and Heat Vents Above Ceiling inspection Accessibility 521 CMR Fire Blocking/Stopping System Other: Emergency Lighting/Exit Signage Means of Egress Com onenets Special Inspections(Section 1704): Roofing,coping/System Venting Systems kitchen,chemical,fume Mechanical Systems aL,. All items listed in this table 4.Include NFPA 720 Record of Completion an F mn 5.Include field reports and related docume �F F1E0 AllC,t, 6.Work shall not proceed,or be conceale tr Ct[ been approved by the building official,and nothing within construction control shall have the effect of waiving or limiting the building official's autho' s code examination of the contract documents,including plans,computations and specifications,and field inspections. 7.Rough and/or finish inspections of 'c lumbing,or sheet sh a inspected prior to rough and finish inspections by the building official. I e or print na Jef T 71orNo. 9626 � the building permit applicant and b entering m name below I attest (h'P P � g P PP Y g Y under the pains d al ' s u A F(Awr this checklist of required inspections and approvals. NY Signature: Phone No.:914-289-0011 Email:mgilroy@taylorarchitects.com Signature or a name if electrons s Building Official Use Only Building Official Name: Date: Trial Version 10 09 2012 C Cover Sheet its Briggs Engineering g Testing Pro eet: r A Division of PK Associates. Inc. pro•e 0 �a Inspector: EMPA Report#: Date: •— Code: Arr. Time: Job Hrs.: T.T.: mileage: Temp.: Wind: •} Humidity: No. of Pa a to this Report: No. of Back Up Pages to this Report: As requested. I reported to the above noted project to conduct the scheduled inspection of Structural Steel framing on this building. after meeting with the project foreman and reviewing the related Structural:Drawings and Details. the 1*40lowing tests and .inspections were performed. l'YPE. OF INSPECTION FRAME LEVEL C0N[NIENTS m t."CED CONN. WELDED CONK. `(� STEEL .JOIST . , . ... _. METAL DECK'.,.-., SHEAR STUD FIREPROOFING NDE TESTING Please refer to the attached hack-up sheets for detailed locations and results of inspections performed on this date. In addition to project specifications, testing and inspections of Structural Steel %%ere conducted in accordance with the following codes:.. .CNIR 781) 6th Edition. _\.LS.C.. WS D 1.1-98 and the Steel joist. Institute. requirements-and. criteria. dnspection ,of,Spraye&on, Fire Proofing -was. performed_.in. accordance. ..with project specifications 'and A.S.T.M. E-60-5. �& E-736 requirements,-a.nd ...criteria...,, � Inspect Date: Approved: v - Mp I. t 1A 1_ s1_• �, %: .. ♦ �� ice.—�p 0 rA 9 W rAOWy1�I►7i, �1�.r_ .w G /.SALN16 METAL DECK INSPECTION REPORT Qriggs End, inccrins & 'restim, PROJECT: _&mal Imo- A Division of PK Associates, Inc. PROJECT# INSPECTOR: e o_ JOB LOCATION: JDATE EMP.#: REPORT#: ACCEPTANCE CRITERIA: DECK WE: ASTM#(S)- GAUGE: COLUMN CLOSURES,END CLOSURES: WELDER QUALIFICATION: SIDE LAPS: MINIMUM OVERLAP OF SHEETS: D(' , SCREWED TYPE OF INSPECTION: WELD SIZE: CRIMPED t()0°b INSP. SPOT INSP. _ WELDED WELD SPACING: END INTERMEDIATE TYPE OF ELECTRODE: DECK ALIGNMENT: LOCATION LINE TO I ELEVATION: I ACCEPTANCE COMMENTS IF REJECTABLE COLUMN NE COLUMN LINE: i I A j i TECHNICIAN: BATE: APPROVED: I 4 LOME X6 BOLTING INSPECTION REPORT BR���S Bntgs En-inccrin` & Testing PROJECT: s A Division of PK Associates, Inc. PROJECT#: INSPECTOR: JOB LOCATION: PLANT: FIELD: DATE: EMP.#: REPORT#: ACCEPTANCE CRITERIA: BOLT SIZE(S)�, ASTM#(S): WASHERS�SEB: ARE ALL NUTS AND BOLTS PROPERLY C�l �/ MARKED? METHOD OF CALIBRATION: EXP. DATE OF BOLTING METHOD: CALIB. EQUIP.SUPPLIED BY: CALIB. EQUIP.: _ CALIBRATED WRENCH TYPE OF INSPECTION: TURN-OF-NUT A— 1000,0 INSP. SPOT INSP. DIRECT TENSION INDICATOR MINIMUM BOLT TENSION REO'D(KIPS): TORQUE VALUE REO'D AT MIN. BOLT TENSION (MBT): LOCATION OF BOLTED TORQUE TENSION LOCATION OF BOLTE TORQUE TENSION CONNECTIONS) (FT/LBS) (KIPS) CONNECTION(S) (FT/LBS) (KIPS) b i l I- I i TECHNICIAN: DATE: APPROVED: VISUAL WELD INSPECTION BR���S Briggs Engineering & Testing PROJECT: ® S A Division of PK Associates, Inc. PROJECT#: t+ INSPECTOR: EMP.#: REPORT#: DATE: —3Lt4 CODE ARR.TIME: JOB HRS.: T.T.: MILEAGE TEMP.: H L WIND: H L HUMID.: H L SUNNY CLOUDY Weld Type: Welding Specification: < << Weld inspection Specification: 0 Weld Acceolance Criteria: Conformity to drawing requirements: Ile Size: - ' Contour: Ctyl i Amount of w Id: I Laminations: Edge preparatio orrect: Root Openings Correct: Welder Qualification Evi nt: E Weld Appearance Surface roughness: Weld spatter: Unfilled craters- Pock marks: $ Overlaps: Cracks: 9 Mishan ing from center punch: Exces ive grinding: i Und rcut: Oth r: a Weld Sketc /� } Remarks Technician: Approved: 4 Cover.Sheet 8 Briggs Engineering do Testing Pro A (Division of PK Associate!, Inc. Pf0 ha Emp.#: Report#: Date: — Code: Arr. Time: I Job Hrs.: T.T.: Mileage: Temp.: Wind: Humid : No. of Pages to this Report: I No. of Back Up Pages to this Report: As requested, I reported to the above noted project to conduct the scheduled inspection of Structural Steel framing on this building. After meeting with the project foreman and reviewing the related Structural.Drawings and Details. the f►►llom-ink; tests and inspections were performed. I'YPE OF INSPECTION FRAME LEVEL COMMENTS m i:rED CO`N. WELDED CONN. v STEELS JOIST t/ NIE"raL 'DECK SHEAR STUD FIREPROOFING NDE TESTING Please refer to the attached hack-up sheets for detailed locations and results of inspections performed on this date. In addition to project specifications, testing and inspections of Structural Steel N%ere conducted in accordance with the following codes: CNIR 780 6th Edition, �.[.ti.C.. AWS D1.1.98 and the Steel Joist Institute requirements and criteria. Inspection of Sprayed-on Fire Proofing was performed in accordance with 1 o.iectrifications and A.S.T.M. E-605 & E-736 requirements and criteria. Inspect Date: �"��� APProved: Lj 0A • . ®� ujvjMR17 . MA WO I 1 • rl r . • 1 UAL WELD INSPECTION BA1OO8 Briggs Engineering & Testing PROJECT: VIA A Division of PK Associates, Inc. PROJECT#: NSPECTOR: EMP.#: REPORT#: DATE: CODE: ARR.TIME: JOB HRS.: T.T.: MILEAGE: TEMP.: H L WIND: H L HUMID.: H L SUNNY CLOUDY Weld Type: Welding Specification: Weld inspection S ecification: Weld Acceptance Criteria: Conformity to drawing reauirementse Size: --� --�► Contour: Amount of weld: Laminations: vl. Edge preparation correct: I d Ica1 Root Openings Correct: Welder Qualification Evident: Weld ARRearance Tor Surface roughness: 1 Weld spatter: cOW� Q tc� gt i Unfilled craters: Pock marks: Overlaps: Cracks: Mishandling from center punch: Excessive grinding: Undercut: Other: Remarks Technician: Approved: I - METAL DECK INSPECTION REPORT eq'�os Bifg... Engineering tk. Testing. PROJECT: A Division of PK Associates. Inc. PROJECT* INSPECTOR: JOB LOCATION 11,431 DATE: EMP is: ,REP T 4: ACCEPTANCE CRITERIA: DECK TY E. AST Mq(S): GAUGE; COLUMN CLOSURES,END CLOSURES: 6mf- g(PS, Ell WELDER QUALI (CATION: � NOINIMUM OVERLAP OF SHEETS: _ '�SCREWED / T'rPE OF INS P WELD SIZE CRIMPED 00°a INSP. SPOT INSP. � 'ELDED NELC SPACING: _ END INTERMEDIATE ^TYPE OF ELECTRODE: DECK ALIGNMENT: LOCATION OF DECKING i ELEVATION: ACCEPTANCE COMMENTS IF REJECTABLE C.OLUMN LINE TO COLUMN LINE. 3 I to i I- I I J 1 I i _ I 1 1 I � I 1 TECHNICIAN— 7 ATE: APPROVED:. `t VISUAL WELD INSPECTION BA1�O8 Briggs Engineering & Testing PROJECT: A Division of PK Associates, Inc. PROJECT#. INSPECTOR: EMP* REPORT#-. DATE: CODE: ARR.TIME: JOB HRS.: T.T.: MADE: TEMP.: H L WIND: H L HUMID.: H L SUNNY CLOUDY Weld Type: Welding Specification: Weld inspection Specification: Weld Acceptance Criteria. eauirements: '. Size: Contour: Amount of weld: Laminations: Edge preparation correct: Root Openings Correct: Weider Qualification Evident: IV\ L Weld Aocearance Surface roughness: Weld spatter: Unfilled craters: Pock marks: Overlaps: Cracks: Mishandling from center punch: Excessive grinding: Undercut: Other: Weld Sketch \ W ea ups Technician: Approved: x PROJECT: Daily Report ��� Briggs Engineering &Testing —HOME�GOODS/HYANNI_S � �F�1N1 1� , A Division of PK Associates, Inc. PROJECT#: 20647 INSPECTOR: Wayne Carbonneau EMP.#: 356 REPORT#: DATE: 8/25/00 CODE: C26 ARR. TIME: 7:00 am JOB HRS.: T.T.: MILEAGE: TEMP.: H 71 F L 63F WIND: H L L X HUMID.: H L X SUNNY NO. OF PAGES TO THIS REPORT: 2 NO. OF BACKUP PAGES TO THIS REPORT: 1 I reported to the above mentioned project site to perform the scheduled concrete placement inspection. VISUAL SOILS, MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1. A concrete placement inspection was performed today for the slab on grade between lines C and A, 1-4. 2. The superintendent was informed of all results and findings. 0 wM By*----------- -------- REINFORCING STEEL AND CONCRETE INSPECTION: 1. Contractor placed 121 cubic yards of 3000 PSI concrete today in which two sets of four cylinders were fabricated and stored near the placement. *Please see the attached reports for results and further details. Technician: Wayne Carbonneau Approved r s CONCRETE PLACEMENT INSPECTION Briggs Engineering & Testing PROJECT: �t`^�CTooas � cu�c��s A Division of PK Associates, Inc. PROJECT#: ZoCoy1 INSPECTOR: PAGE OF DATE: $_Z_57_ov CODE: C26 TEMP.: H 1 L bg WIND.: H HUMID.: H tti L NY C o. CLOUDY Concrete Source: G Cc� M- General Contractor: Storage Location: Cunn Box: Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of majo items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather Steel arrangement Temp. Steel clearance o� Forms for general requirements. oV_ Steel cleanliness o V_ Grade preparation oV__ Steel supports Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ` ASTM C-94 Limits ASTMS - 4 I imit Time Limits ok 1-1/2 hrs. max. Temperature Dv- SO-90° F Slump o Mixing - 70-300 Rev. Air content; — % Density - t 3 p.c.f. Location: S•o,G. \;r, Remarks: -�-- Method of placement: Chute Pump Other Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit INC. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight (min.) ('F) (OF) Deliv. Required water ( cf) 1 lo's-Z S7 11 0 — - - EGG 30oC 3" — - l0 2 3 1:is sto t 1 (oo 4 5 6 7 S `lc ss t l b e 13° S LA Z to B 2 sD Se So - - _ - _ - to 9 9VC's 10 G1: SZ I o - - - - �, a - - to 10 A 3 , , „ , i Carter :: B urgess T R A N S M I T T A L To: Town of Barnstable Date: 09/04/00 Project# C99600.199.1.0099 Health, Safety& Environmental Services ` i Attention: Alfred E. Martin, Building Inspector Building Division Town Office Building Regarding: Site Observation#008 and#009 367 Main Street Festival at'Hyannis Homegoods Store Hyannis, MA 02601 :Festival Mall ®Attached ❑Under separate cover ❑Mail ❑UPS Ground 0 Overnight ®Second Day ❑Courier ❑Pick U_ p El Hand Delivery ❑Prints ❑Vellums ❑Specifications ❑Shop Drawing ❑Samples ❑Bulletin ❑Copy of Document ❑Diskette ❑Other: CopiesDate Description Site Observation (1) #008 and#009 9/29/00 Site Observation#008 and#009 ii6a Yil"di460111irr•a ®For Your Use ❑For Approval ❑ For Review&Comment ®As Requested By: TOWN OF BARNSTABLE FD ❑Approved as Submitted ❑Approved as Noted ❑Revise&Resubmit ❑Other: OtherBulletins Distribution Prints Vellums Addenda Stan Hergott (1) Mr. Martin: Ryan Construction Tim Maynes (1) T Attached please find our field observation for the Trammell Crow referenced project,as part of the requirements for Harold M. Siegel construction control procedures in the Commonwealth of Barnstable Fire Dept. (1) T Massachusetts. Jerry Garner (1) Festival Companies T Please call me directly at(617)374-4422 with any Sydni Roberson comments or questions. _ The Estate of James (1) T Campbell File T David Michael Lieb Carter&Burgess, Inc. 23 East Street Cambridge, Massachusetts 02141-1215 Telephone(617)225-0200 :: Fax(617)225-0216 a Carterml BurgessSITE OBSERVATION NOTES PROJECT: Homegoods PROJECT# C99600.199.1.0099 Festival at Hyannis, Festival Mall Hyannis, MA REPORTED BY: David Michael Lieb, Project Manager DATE: September 29, 2000 TO: `Alfred E. Martin, Building Inspector. ..............Town of Barnstable `' Harold M. Siegel, Deputy Fire Chief .................................... Barnstable Fire Department Tim Maynes, Construction Manager........................................ Trammel Crow Company Stan Hergott, Project Manager...................... ' ......................................Ryan Construction File SUBJECT: Site Observation Notes #008 A site visit was made to the referenced project on Wednesday, September 13, 2000 for the purpose of observing the general building construction progress to date. This observation will indicate items in progress on the date of the site visit and will, where appropriate, clarify the status of any outstanding items from previous reports or meetings. Noted deviations from the construction documents are discussed with Al Goodwin, Field Superintendent for Ryan Construction, prior to leaving the site. The immediate site has been prepared for sub base and finish painting General Observations Weather. Overcast, Cloudy- Rain Temp: High 70's Appearance of site: The project site has been cordoned off with 6'high chain link construction fencing in the front and rear of the two buildings. The interior work areas and exterior dumpster area are well-maintained and demolished materials stockpiled. 02050=(HOMEGOODS) DEMOLITION AND REMOVAL OF WORK 06/07.01 The primary electric power to the Homegoods building has been disconnected and made safe. The existing transformer has been removed and power cut-off at the primary power pole. Interior panels and switchgear have been disconnected, but not yet removed from the building. 06/07.02 The primary sprinkler service has been shut-off at the building's primary service and made safe. CORRECTION 6/21/00— Primary sprinkler has not been shut-off. The General Contractor is exercising care during demolition of the two buildings. 06/07.03 Primary gas service to the building has been disconnected, meter removed, and made safe. 06/07.04 The existing ceiling tile has been.removed and demolished. Removal of the ceiling grid,is in progress this day. 06/07.05 The existing mezzanine, demising partitions, and plumbing fixtures.have been demolished leaving the metal stair at the loading area and front of building offices and vestibule. 06/07.06 The existing display pegboard and wall paneling system has been removed exposing the existing GWB wall. PAMA\Hyannis\Pestival at Hyannis\99600\BUILDING\CA\reports\SiteObservationNotes008.doc i Site,Observation Notes #008 Homegoods Festival at Hyannis, Festival Mall Hyannis, MA September 29, 2000 06/07.07 The existing overhead door was observed for potential re-use as planned. The door appears to be in questionable condition requiring new weather stripping and door track. The door itself is showing moderate signs of nearing its life expectancy. A final decision whether or not to re-use the door is pending. 06/21.01 The entire existing entry canopy, face brick, and structure has been demolished and removed from the fagade exposing the existing smooth faced CMU. 06/21.02 The existing VCT the has been removed in entirety. The slab appears to be in good condition to receive the new floor finishes. 06/21.03 Demolition is in progress at the south end CMU wall. Measures are in progress to free the existing wall from the temporarily shored existing joists to prepare the wall for removal and demolition. 06/21.04 The existing pier at col's E.7 and 5 has been exposed. Architect's representative and G.C. reviewed existing condition to discuss the variance in the existing field condition from the "as- built" drawings for the original Center. 06/21.05 The existing overhead door has been demolished and will be removed. 06/21.06 The existing roof ballast has been removed for a distance of 10' from roof edge and temporarily stockpiled behind the existing Tenant "B" building. 08/16.01 Staging and temporary shoring is in place for demolition of existing CMU wall in preparation for Homegoods entry. 08/16.02 Existing concrete footing has been removed at column E.8 and 5. Demolition of existing veneer is pending, and will proceed after structural steel has been installed at column E.8 and 5. 08/16.03 Backfilling has been completed at the column at E.8 and 5. 08/30.01 Demolition is in progress at column E.8 and 5 at adjacent existing canopy. During demolition, GC uncovered an existing steel lintel bearing on the existing brick veneer. Architect's Representative observed condition on site this day and conferred with the project's structural engineer. Solution: GC to temporarily shore the existing lintel, demo and remove existing brick veneer, install 8" CMU block `column' 20"wide, grout filled, and tied back to the existing CMU pier. Update 9113100— Veneer has been removed and existing lintel stabilized with CMU, grout filled pier. 02050 — (ADJACENT TENANT`B') DEMOLITION AND REMOVAL OF WORK. 06/07.08 The existing ceiling grid has been removed in the work area of the building demolition. A temporary metal stud partition with 8' high plywood sheathing has been installed in a line approximately 10' behind the line of the new exterior wall and storefront to provide added security. Page 2 of 7 f Site.Observation Notes #008 Homegoods Festival at Hyannis, Festival Mall Hyannis, MA September 29, 2000 06/07.09 The existing water service and meter have been relocated to a new location within the new bounds of Building `B'. 06/07.10 The existing canopy structure has been exposed, as well as the existing structure within Building `B'. 06/07.11 Two existing BTU's have been removed, gas lines disconnected and made safe in preparation for roof demolition. 06/21.07 The existing exterior wall within the demolition scope have been demolished and removed. 06/21.08 The existing slab within the demolition scope area has also been removed. Removal of existing foundation walls on west side is in progress. The temporary shoring is now exposed and existing structure appears to be stabilized. 02220 — EXCAVATION, TRENCHING AND BACKFILLING 06/07.12 Openings have been cut in the existing concrete slab at Building 'B' in preparation for new footings and columns and for use with temporary bracing during the building demolition. The soil below the openings has been excavated to a depth consistent with the new footing depths. 06/07.13 The concrete removed has been stockpiled temporarily within the exposed area of demolition. 07/05.01 Excavation has been performed for the new pier locations at Homegoods canopy. Column and column line locations have been marked with wood stakes. 07/05.02 Backfilling for Homegoods foundation is scheduled for this week. Foundation area under repair at new loading area is not to be backfilled until Architect/Engineer has reviewed the parging and repairs. 07/19.01 Backfilling has been completed at exterior face of Homegoods foundation wall. 07/19.02 Excavation and trenching are in progress this day for plumbing rough-in at Homegoods. 08/02.01 Backfilling has been completed for all plumbing rough-in and vent rough-in. 08/30.02 Existing slab at Homegoods has been saw cut and trenched for installation of electrical conduit and walker duct. 03300 — CAST-IN-PLACE CONCRETE 07/05.03 The entire perimeter footings and foundation wall at the Homegoods building have been poured. Work was supervised and tested by Briggs Testing — reports pending. The foundation wall at the new loading dock between columns A and 1, 1.3 has several areas where the concrete was not satisfactorily vibrated leaving an exposed "swiss cheese" condition at the foundation wall. The issue was discussed on-site with Richard Shields and Dick Mann of Ryan Construction. The Architect's Representative discussed the issue with the project's structural engineer. The Architect's Representative directed Ryan Construction to parge the problem areas in Page 3 of 7 i SitG Observation Notes #008 Homegoods Festival at Hyannis, Festival Mall Hyannis, MA September 29, 2000 accordance with spec section 03300 —3.9 repairing defective work, the work shall then be reviewed by Briggs; in addition, Architect/Engineer shall review digital pictures of repaired work prior to final backfilling. 07/05.04 Perimeter insulation is underway this day based on approved submittal received via fax on 6/30/00. 07/19.03 Foundations and footings have been poured at column line 5, for the new canopy columns at Homegoods. The foundation and footing at columns E.8 and 5 have not yet been poured pending additional demolition work required at the existing retail strip. 07/19.04 Foundations at columns B+1.3, B+2, and B+3 have been poured this day. Architect's Representative observed forms and reinforcing prior to pour. All appeared to be in conformance with drawings and specifications. 08/30.03 The concrete slab in the Homegoods addition has been poured. Slab finish appears to be of very good finish and workmanship. Saw cut control joints have been installed per drawings and specifications. 09/13.01 Existing slab cut and trench has been concrete filled. Flooring sub-contractor to grind, finish, and prepare patched slab for flooring installation. 04000 — MASONRY 08/02.02 CMU installation is approximately 2/3 complete at column line 1 (west wall of the addition). CMU installation is approximately 1/8 complete at column line 4 (east wall of the addition). Architect's representative has coordinated the location of one control joint 16"from corner of column line 4 and column line at the south end wall. The other control joints will be located at each column per previous direction. The perlite, block insulation, has been delivered, installation to commence on west wall prior to bond installation. Structural engineer directed mason that bond beam installation re-enforcing should terminate at control joints. 08/16.04 The split faced masonry panel has been erected within Building 'B'. Architect's Representative has reviewed the material color, mortar color, and jointing. Panel has been approved, but jointing to be `flat' to match existing center jointing. 08/16.05 The CMU walls along the 4-dine is complete. The joist seats have been cut into the CMU wall. 08/16.06 The CMU wall along the 1 line is complete. Joist seats have been cut into the CMU wall. 08/16.07 The CMU wall along the A line is in progress (90% complete.) The top courses remain, as well as the walls above the new loading dock. Update 08/30/00-CMU wall along A line 100% complete. 08/16.08 The CMU wall at the adjacent tenant V building is 100% complete. 08/30.04 Masonry inf ill has been installed at STL lintels over Homegoods entry. GC asked structural engineer to evaluate existing CMU conditions at rough CMU openings. Structural engineer Page 4 of 7 Site-Observation Notes #008 Homegoods Festival at Hyannis, Festival Mall Hyannis, MA September 29, 2000 directed GC to grout fill block at ends of rough openings. Structural Engineer to advise on opening at"existing toothed" openings. 09/13.02 The existing steel lintel adjacent to columns E.8 & 4 has been stabilized with a new 8" grout filled CMU pier tied into the existing CMU pier, as directed by Structural Engineer. 09/13.03 All split faced CMU piers with 8" CMU back-up have been installed at the 4 line. The workmanship appears good; installation has been carried out in accordance with drawings and approved masonry panel. The field condition at column E.8 & 4 has been incorporated into the new pier. Field condition has been resolved in a satisfactory manner. 09/13.04 The split faced CMU veneer wainscot has been installed at the HomeGoods facade and wrapped at south end per drawings and details. The detail at the storefront opening "jambs" has been installed per Architect's Representatives field sketch. Resolution of detail at jambs has been installed with good workmanship. 05000 — STRUCTURAL STEEL 06/07.14 Temporary bracing has been installed in the Homegoods building in preparation for removal of the existing CMU walls on the south end of the building. 06/07.15 Temporary bracing has been installed at the adjacent tenant building at column lines A6 between 8 and 9; at A7, A8, between 8 and 9. 07/05.05 Base plates and anchor bolts have been installed at columns A and 1.3; A and 2; A and 3. 07/19.05 Structural steel base plates have been set at columns EA and 5; D.3 and 5; C.5 and 5; B.7 and 5; B and 5; A and 3; A and 2; A and 1.3; C and 1.3; C and 2; and C and 3. The base plates at C and 1.3; C and 2; and C and 3 were sized to extend over existing CMU steel reinforcing bars. Holes were core drilled this day, new steel anchors set in epoxy grout and plates grout set. 08/02.03 Structural steel has been delivered and is on-site this day. Erection is to start this day. All material and decking is on-site this day. O8/02.04 Steel erection is in progress. 08/16.09 Columns have been installed at columns 1.3 & C; 1.3 & B; 2 & C; 2 & B; 3& C; and 3 & B. 08/16.10 Joist girders have been installed at the 3-line between C & B and A & B. 08/16.11 Bar joists have been installed from the 3-line to line 4, where joists sit in joist seats cut in new CMU wall. 08/16.12 Bar joists have been installed between column lines 2 & 3, 2 & 1.3, and 1 & 1.3. Joist seats have been cut into the new CMU wall at the 1 line. 08/16.13 RTU frames with integral burglar bars, exhaust frames and box outs for roof drains have been installed. Decking has not yet been cut at RTU frames. Page 5 of 7 Site Observation Notes #008 Homegoods Festival at Hyannis, Festival Mall Hyannis, MA September 29, 2000 08/16.14 Metal decking is 100% installed. 08/30.05 Metal deck installation is 100% complete at Homegoods. Metal deck installation and welding is in-progress and will be inspected on 8/31/00. 08/30.06 Structural steel erection is in progress at adjacent building `B'. Work is 90% complete. 08/30.07 Structural lintel beams have been installed at new storefront locations at Homegoods entry. Shoring has not been removed yet. 05400 — LIGHT GAGE 09/13.05 Light gage framing at HomeGoods demising partition between sales and stock is now in progress this day. 06100 — ROUGH CARPENTRY 08/30.08 Treated blocking sill has been installed at perimeter of Homegoods addition parapet to receive EPDM membrane. 07200— BUILDING INSULATION 07/19.06 Perimeter insulation installation is complete at Homegoods. 07/19.07 Perimeter insulation installation is complete at Building "B". 07533 — BALLASTED MEMBRANE ROOFING SYSTEM 08/30.09 EPDM membrane, and rigid insulation has been installed at Homegoods building (with the exception of the canopy roof.) Membrane has been lapped over treated blocking sill. Roof has been prepared for ballast installation. 15400 — PLUMBING 08/16.15 Roof drainage pipes are being installed this day. Roof drains have been installed and decking cut at those areas as required. 08/16.16 Roof drainpipe drop at west side is 50% complete with tie to underground complete. 08/30.10 Primary roof drainpipe runs and drops have been installed (100%) complete at Homegoods; drains have been installed and flashed. Overflow drains have been installed. Drops and runs for overflow drains have not yet been installed. Update 9/11/00.—Overflow drains have been installed. Page 6 of 7 I Site,Observation Notes#008 Homegoods Festival at Hyannis, Festival Mall Hyannis, MA September 29, 2000 15600 — MECHANICAL 08/30.11 New mechanical RTU's have been set on roof, duct work installed. Drops have also been installed and ductwork insulated; final runs pending. 08/30.12 Re-work of the existing ductwork and drops are in progress at Homegoods. 16000 — ELECTRICAL 08/30.13 Temporary lighting has been installed in Homegoods. 08/30.14 Electrical rough-in above ceiling line is in progress in Homegoods. cc: Jerry Garner, Festival Companies; Sydni Roberson, Estate of James Campbell 4 Page 7 of 7 ✓ S < /�• .71 lit (EXTERIOR)EXISTING CONDITION AT HOMEGOODS AND ADJACENT CANOPY PIER. C z Wfff MA _ � a r` tl 1 r = 7K,TA - , . e� (EXTERIOR) NEW CANOPY PIER AT THE E.8 AND 4 LINES.SPLIT FACED y CMU VENEER HAS BEEN INSTALLED. 4.6 a F � HI""1 � \+1 4�'f j.] 1 1. U!• ��. Y .�-�'.'�n"-�\ kb 3 0 Ox ., O ��, - F4:j1 H g1nij. _ — h n� yy I ►C Z I „ fill,� y - - b 17 I r� � t r t _ F 4Iv r F= �P ht d e rFflu SIB I, IAIW1 u w.,. z h MY 401- w , Job: Festival at Hyannis Location: Hyannis, MA Date: September 13, 2000 Job No.: C99600.199.1.0099 - Observation # 8 CARTER & BURGESS, INC. 23 East Street, Cambridge, Massachusetts 02141 - 1215 Carteral Burgess SITE OBSERVATION NOTES PROJECT: Homegoods PROJECT # C99600.199.1.0099 Festival at Hyannis, Festival Mall Hyannis, MA REPORTED BY: David Michael Lieb, Project Manager DATE: October 3, 2000 TO: Alfred E. Martin, Building Inspector...................................................Town of Barnstable Harold M. Siegel, Deputy Fire Chief .................................... Barnstable Fire Department Tim Maynes, Construction Manager........................................ Trammel Crow Company Stan Hergott, Project Manager...........................................................Ryan Construction File SUBJECT: Site Observation Notes #009 A site visit was made to the referenced project on Wednesday, September 27, 2000 for the purpose of observing the general building construction progress to date. This observation will indicate items in progress on the date of the site visit and will, where appropriate, clarify the status of any outstanding items from previous reports or meetings. Noted deviations from the construction documents are discussed with Al Goodwin, Field Superintendent for Ryan Construction, prior to leaving the site. The immediate site has been prepared for sub base and finish painting General Observations Weather.• Clear, sunny Temp: Mid 60's Appearance of site: The project site has been cordoned off with 6'high chain link construction fencing in the front and rear of the two buildings. The interior work areas and exterior dumpster area are well-maintained and demolished materials stockpiled. 02050 — (HOMEGOODs) DEMOLITION AND REMOVAL OF WORK(100%) 06/07.01 The primary electric power to the Homegoods building has been disconnected and made safe. The existing transformer has been removed and power cut-off at the primary power pole. Interior panels and switchgear have been disconnected, but not yet removed from the building. 06/07.02 The primary sprinkler service has been shut-off at the building's primary service and made safe. CORRECTION 6/21/00— Primary sprinkler has not been shut-off. The General Contractor is exercising care during demolition of the two buildings. 06/07.03 Primary gas service to the building has been disconnected, meter removed, and made safe. 06/07.04 The existing ceiling tile has been removed and demolished. Removal of the ceiling grid is in progress this day. 06/07.05 The existing mezzanine, demising partitions, and plumbing fixtures have been demolished leaving the metal stair at the loading area and front of building offices and vestibule. 06/07.06 The existing display pegboard and wall paneling system has been removed exposing the existing GWB wall. PAMMHyannis\Festival at Hyannis\99600\BUILDING\CA\reports\SiteObservationNotes009.doc Site Observation Notes #009 Homegoods Festival at Hyannis, Festival Mall Hyannis, MA October 3, 2000 06/07.07 The existing overhead door was observed for potential re-use as planned. The door appears to be in questionable condition requiring new weather stripping and door track. The door itself is showing moderate signs of nearing its life expectancy. A final decision whether or not to re-use the door is pending. 06/21.01 The entire existing entry canopy, face brick, and structure has been demolished and removed from the fagade exposing the existing smooth faced CMU. 06/21.02 The existing VCT the has been removed in entirety. The slab appears to be in good condition to receive the new floor finishes. 06/21.03 Demolition is in progress at the south end CMU wall. Measures are in progress to free the existing wall from the temporarily shored existing joists to prepare the wall for removal and demolition. 06/21.04 The existing pier at col's E.7 and 5 has been exposed. Architect's representative and G.C. reviewed existing condition to discuss the variance in the existing field condition from the "as- built" drawings for the original Center. 06/21.05 The existing overhead door has been demolished and will be removed. 06/21.06 The existing roof ballast has been removed for a distance of 10' from roof edge and temporarily stockpiled behind the existing Tenant"B" building: 08/16.01 Staging and temporary shoring is in place for demolition of existing CMU wall in preparation for Homegoods entry. 08/16.02 Existing concrete footing has been removed at column E.8 and 5. Demolition of existing veneer is pending, and will proceed after structural steel has been installed at column E.8 and 5. 08/16.03 Backfilling has been completed at the column at E.8 and 5. 08/30.01 Demolition is in progress at column E.8 and 5 at adjacent existing canopy. During demolition, GC uncovered an existing steel lintel bearing on the existing brick veneer. Architect's Representative observed condition on site this day and conferred with the project's structural engineer. Solution: GC to temporarily shore the existing lintel, demo and remove existing brick veneer, install 8" CMU block `column' 20"wide, grout filled, and tied back to the existing CMU pier. Update 9/13/00—Veneer has been removed and existing lintel stabilized with CMU, grout filled pier. 09/27.01 Demolition work at Homegoods is 100% complete. 02050 — ADJACENT TENANT`B') DEMOLITION AND REMOVAL OF WORK. 06/07.08 The existing ceiling grid has been removed in the work area of the building demolition. A temporary metal stud partition with 8' high plywood sheathing has been installed in a line approximately 10' behind the line of the new exterior wall and storefront to provide added security. Page-2 of 10 Side Observation Notes #009 Homegoods Festival at Hyannis, Festival Mall Hyannis, MA October 3, 2000 06/07.09 The existing water service and meter have been relocated to a new location within the new bounds of Building 'B'. 06/07.10 The existing canopy structure has been exposed, as well as the existing structure within Building `B'. 06/07.11 Two existing RTU's have been removed, gas lines disconnected and made safe in preparation for roof demolition. 06/21.07 The existing exterior wall within the demolition scope have been demolished and removed. 06/21.08 The existing slab within the demolition scope area has also been removed. Removal of existing foundation walls on west side is in progress. The temporary shoring is now exposed and existing structure appears to be stabilized. 02220 — EXCAVATION, TRENCHING AND BACKFILLING (95% COMPLETE) 06/07.12 Openings have been cut in the existing concrete slab at Building `B' in preparation for new footings and columns and for use with temporary bracing during the building demolition. The soil below the openings has been excavated to a depth consistent with the new footing depths. 06/07.13 The concrete removed has been stockpiled temporarily within the exposed area of demolition. 07/05.01 Excavation has been performed for the new pier locations at Homegoods canopy. Column and column line locations have been marked with wood stakes. 07/05.02 Backfilling for Homegoods foundation is scheduled for this week. Foundation area under repair at new loading area is not to be backfilled until Architect/Engineer has reviewed the parging and repairs. 07/19.01 Backfilling has been completed at exterior face of Homegoods foundation wall. 07/19.02 Excavation and trenching are in progress this day for plumbing rough-in at Homegoods. 08/02.01 Backfilling has been completed for all plumbing rough-in and vent rough-in. 08/30.02 Existing slab at Homegoods has been saw cut and trenched for installation of electrical conduit. and walker duct. 09/27.02 Final grading and backfilling at Homegoods and adjacent tenant building is in progress this day. Binder installation is scheduled for Monday of next week. 03300 — CAST-IN-PLACE CONCRETE(95% COMPLETE 07/05.03 The entire perimeter footings and foundation wall at the Homegoods building have been poured. Work was supervised and tested by Briggs Testing — reports pending. The foundation wall at the new loading dock between columns A and 1, 1.3 has several areas where the concrete was Page 3 of 10 Site Observation Notes #009 Homegoods Festival at Hyannis, Festival Mall Hyannis, MA October 3, 2000 not satisfactorily vibrated leaving an exposed "swiss cheese" condition at the foundation wall. The issue was discussed on-site with Richard Shields and Dick Mann of Ryan Construction. The Architect's Representative discussed the issue with the project's structural engineer. The Architect's Representative directed Ryan Construction to parge the problem areas in accordance with spec section 03300—3.9 repairing defective work, the work shall then be reviewed by Briggs; in addition, Architect/Engineer shall review digital pictures of repaired work prior to final backfilling. 07/05.04 Perimeter insulation is underway this day based on approved submittal received via fax on 6/30/00. 07/19.03 Foundations and footings have been poured at column line 5, for the new canopy columns at Homegoods. The foundation and footing at columns E.8 and 5 have not yet been poured pending additional demolition work required at the existing retail strip. 07/19.04 Foundations at columns B+1.3, B+2, and B+3 have been poured this day. Architect's Representative observed forms and reinforcing prior to pour. All appeared to be in conformance with drawings and specifications. 08/30.03 The concrete slab in the Homegoods addition has been poured. Slab finish appears to be of very good finish and workmanship. Saw cut control joints have been installed per drawings and specifications. 09/13.01 Existing slab cut and trench has been concrete filled. Flooring sub-contractor to grind, finish, and prepare patched slab for flooring installation. 09/27.03 The foundation for the concrete egress stair at loading has been installed. Forms for the stairs and platform have been set, concrete pour scheduled ASAP. 09/27.04 Platform and stair at southeast egress door to be installed per Architect Representative's field sketch discussed on-site this day. 09/27.05 Foundations for adjacent building pilaster framing and CMU veneer has been n installed and made ready for Mtl stud installation at fagade. 04000 — MASONRY 08/02.02 CMU installation is approximately 2/3 complete at column line 1 (west wall.of the addition). CMU installation is approximately 1/8 complete at column line 4 (east wall of the addition). Architect's representative has coordinated the location of one control joint 16" from corner of column line 4 and column line at the south end wall. The other control joints will be located at each column per previous direction. The perlite, block insulation, has been delivered, installation to commence on west wall prior to bond installation. Structural engineer directed mason that bond beam installation re-enforcing should terminate at control joints. 08/16.04 The split faced masonry panel has been erected within Building `B'. Architect's Representative has reviewed the material color, mortar color, and jointing. Panel has been approved, but jointing to be `flat' to match existing center jointing. Page 4 of 10 i Site Observation Notes #009 Homegoods Festival at Hyannis, Festival Mall Hyannis, MA October 3, 2000 08/16.05 The CMU walls along the 4-line is complete. The joist seats have been cut into the CMU wall. 08/16.06 The CMU wall along the 1 line is complete. Joist seats have been cut into the CMU wall. 08/16.07 The CMU wall along the A line is in progress (90% complete.) The top courses remain, as well as the walls above the new loading dock. Update 08/30/00-CMU wall along A line 100% complete. 08/16.08 The CMU wall at the adjacent tenant V building is 100% complete. 08/30.04 Masonry infill has been installed at STL lintels over Homegoods entry. GC asked structural engineer to evaluate existing CMU conditions at rough CMU openings. Structural engineer directed GC to grout fill block at ends of rough openings. Structural Engineer to advise on opening at"existing toothed" openings. 09/13.02 The existing steel lintel adjacent to columns E.8 & 4 has been stabilized with a new 8" grout filled CMU pier tied into the existing CMU pier, as directed by Structural Engineer. 09/13.03 All split faced CMU piers with 8" CMU back-up have been installed at the 4 line. The workmanship appears good; installation has been carried out in accordance with drawings and approved masonry panel. The field condition at column E.8 &4 has been incorporated into the new pier. Field condition has been resolved in a satisfactory manner. 09/13.04 The split faced CMU veneer wainscot has been installed at the HomeGoods fagade and wrapped at south end per drawings and details. The detail at the storefront opening "jambs" has been installed per Architect's Representatives field sketch. Resolution of detail at jambs has been installed with good workmanship. 05000 — STRUCTURAL STEEL(95% COMPLETE) 06/07.14 Temporary bracing has been installed in the Homegoods building in preparation for removal of the existing CMU walls on the south end of the building. 06/07.15 Temporary bracing has been installed at the adjacent tenant building at column lines A6 between 8 and 9; at A7, A8, between 8 and 9. 07/05.05 Base plates and anchor bolts have been installed at columns A and 1.3; A and 2; A and 3. 07/19.05 Structural steel base plates have been set at columns E.1 and 5; D.3 and 5; C.5 and 5; B.7 and 5; B and 5; A and 3; A and 2; A and 1.3; C and 1.3; C and 2; and C and 3. The base plates at C and 1.3; C and 2; and C and 3 were sized to extend over existing CMU steel reinforcing bars. Holes were core drilled this day, new steel anchors set in epoxy grout and plates grout set. 08/02.03 Structural steel has been delivered and is on-site this day. Erection is to start this day. All material and decking is on-site this day. 08/02.04 Steel erection is in progress. 08/16.09 Columns have been installed at columns 1.3 & C; 1.3 & B; 2 & C; 2 & B; 3 & C; and 3 & B. Page 5 of 10 Site Observation Notes #009 Homegoods Festival at Hyannis, Festival Mall Hyannis, MA October 3, 2000 08/16.10 Joist girders have been installed at the 3-line between C & B and A & B. 08/16.11 Bar joists have been installed from the 3-line to line 4, where joists sit in joist seats cut in new CMU wall. 08/16.12 Bar joists have been installed between column lines 2 &3, 2 & 1.3, and 1 & 1.3. Joist seats have been cut into the new CMU wall at the 1 line. 08/16.13 RTU frames with integral burglar bars, exhaust frames and box outs for roof drains have been installed. Decking has not yet been cut at RTU frames. 08/16.14 Metal decking is 100% installed. 08/30.05 Metal deck installation is 100% complete at Homegoods. Metal deck installation and welding is in progress and will be inspected on 8/31/00. 08/30.06 Structural steel erection is in progress at adjacent building `B'. Work is 90% complete. 08/30.07 Structural lintel beams have been installed at new storefront locations at Homegoods entry. Shoring has not been removed yet. 09/27.06 The steel roof access ladder has been installed. 09/27.07 Structural steel erection for both Homegoods and Building B is complete. 09/27.08 Miscellaneous metal installation including exterior railings and bollards remain to be installed. 05400 — LIGHT GAUGE FRAMING 09/13.05 Light gauge framing at Homegoods demising partition between sales and stock is in progress this day. 09/27.09 Light gauge framing installation is in progress at Homegoods canopy. Studs have been framed at all canopy piers. Studs rise vertically as single lengths and are tied back to the new wide flange beams per reviewed shop drawings. Stud box beams form the new canopy soffits; they are fastened back into the existing and new CMU (east) wall. Studs are braced back to the new steel canopy framing and decking, angled `kickers' brace the studs back to the new canopy roof. Kickers are fastened to new roof decking and sit on treated wood blocking. Work appears to conform with reviewed shop drawings. 09/27.10 Metal stud framing is completed at all interior partitions at Homegoods. The two wing walls adjacent to the entry shall be built up to underside of Act at the request of Tenant. Furring channels at vestibule entry have been installed and are awaiting GWB installation. Page 6 of 10 f Site Observation Notes #009 Homegoods Festival at Hyannis, Festival Mall Hyannis, MA October 3, 2000 06100 — ROUGH CARPENTRY 08/30.08 Treated blocking sill has been installed at perimeter of Homegoods addition parapet to receive EPDM membrane.- 09/27.11 Ext. plywood sheathing installation is in progress this day at the backside of the Homegoods canopy over the metal stud framing. Treated blocking has also been installed for fastening of metal stud `kickers' to metal deck at new canopy roof. 09/27.12 Fire treated plywood sheathing is being installed at the interior cash room per drawings. Plywood is being installed to underside of deck with `cut outs' as required around ductwork and ductwork insulation. 09/27.13 Treated blocking was installed at storefront window rough opening. 09/27.14 Treated blocking has been installed at Homegoods toilet rooms for installation of toilet room accessories. 07200 — BUILDING INSULATION 07/19.06 Perimeter insulation installation is complete at Homegoods. p g 07/19.07 Perimeter insulation installation is complete at Building "B". 09/27.15 CMU, as installed, was insulated with Perlite material as approved substitution to Korfill inserts. 09/27.16 Roof insulation conforming with project drawings and specifications was installed prior to EPDM installation. 07533 — BALLASTED MEMBRANE ROOFING SYSTEM 08/30.09 EPDM membrane, and rigid insulation has been installed at Homegoods building (with the exception of the canopy roof.) Membrane has been lapped over treated blocking sill. Roof has been prepared for ballast installation. 09/27.17 The canopy roof membrane installation is pending completion of ext. plywood sheathing installation and cap blocking being installed per drawings and specifications. 09/27.18 Ballast has been installed on new roof and restored on the existing roof. The canopy roof remains incomplete,and an area approximately 4' from rear of new can roof the full N/S length of the building. 09/27.19 Mtl cap flashing is scheduled to be completed at base roof the week of October 2"d 08100 — STEEL DOORS AND FRAMES 09/27.20 Steel egress doors and frames were installed previously at the south end of the building at the new CMU wall. Page 7 of 10 &te Observation Notes #009 Homegoods Festival at Hyannis, Festival Mall Hyannis, MA October 3, 2000 09/27.21 Steel frames have been installed at the demising partition between sales and support areas. Frame has also been installed at the water/sprinkler riser room. 08330 — OVERHEAD DOORS 09/27.22 New overhead insulated door, track, and chain hoistway has been installed at new loading dock door. 08410 —ALUMINUM ENTRANCE DOORS AND STOREFRONT 09/27.23 Aluminum storefront window frame has been installed at fagade per drawings. 08700 — FINISH HARDWARE 09/27.24 New exit/panic alarm devices have been installed at HM egress doors. 08800 — GLASS AND GLAZING 09/27.25 Glazing has been installed at Homegood's building storefront per approved shop drawing submittals. 09255 — GYPSUM BOARD SYSTEMS 09/27.26 The Homegoods sales area has GWB installed at all four walls. The perimeter interior walls at existing GWB have been `patched' and infilled as required, spackled and sanded to prepare for slat wall installation and painting. GWB installation at the deminsing partition between sales and stock has been completed, with sales area surface having been taped, spackled and sanded to prepare for slat wall installation and painting. 09/27.27 The coat room, lounge, corridor, men's and women's toilet rooms, janitors room and managers room have all been sheathed, awaiting taping. The cash room plywood walls are being installed this day. GWB installation in the processing room, electrical, and L.P. rooms are in progress this day. 09/27.28 The partitions at the sprinkler room and ladder storage areas along the west wall of the sales area have been sheathed, taped, spackled, and sanded. 09/27.29 The vestibule soffit has been framed and sheathed, taped spackled and sanded in preparation for vestibule installation and GWB painting. 09500 — SUSPENDED LAY-IN CEILING SYSTEM (HOMEGOODS) 09/27.30 Ceiling system installation is ongoing in sales area. The complete act grid is installed and hung from the existing joists and deck. Act tile is installed in an area between col's 2 and 3, and between col's C and E, and installation continues this day. Page 8 of 10 Site Observation Notes #009 Homegoods Festival at Hyannis, Festival Mall Hyannis, MA October 3, 2000 09/27.31 Ceiling system hangers have been installed in all support/storage spaces (except processing) and await act grid installation. 09900 — PAINTING 09/27.32 The exterior CMU at Homegoods and Tenant B has received the specified block filler paint in preparation for final painting. 09/27.33 Finish painting is 80% complete in sales area with colors installed according to TJX color palette updated per 8/15/00. 10343 — MANUFACTURED SPECIALTIES 09/27.34 Slatwall has been installed at Homegoods sales floor. Work at column covers is ongoing this day. At door B106 the fixture layout has been modified by the tenant at the slatwall system. The modifications to the slatwall and fixturing encroach on the required push side clearance at door 13106 for accessible egress. Tenant and G.C. have been informed by the Architect's Representative of this non-conforming condition. Tenant and G.C. to modify slatwall and fixturing to accommodate required accessible egress. Slatwall adjacent to door openings between sales and stock areas have been held back pending installation of the interior HM frames. Valance has been installed at all slatwall. Workmanship appears to be of high quality. Slatwall base installation is pending. 13900 — FIRE PROTECTION SYSTEM 09/27.35 Fire protection system installation is 90% complete in the Sales Area with head drops not yet installed adjacent to east wall. White eschuteans and plates have been installed per tenant's criteria and "blend" well into the ACT Tile. 15400 — PLUMBING 08/16.15 Roof drainage pipes are being installed this day. Roof drains have been installed and decking cut at those areas as required. 08/16.16 Roof drainpipe drop at west side is 50% complete with tie to underground complete. 08/30.10 Primary roof drainpipe runs and drops,have been installed (100%) complete at Homegoods; drains have been installed and flashed. Overflow drains have been installed. Drops and runs for overflow drains have not yet been installed. Update 9/11/00—Overflow drains have been installed. 09/27.36 All fixture rough-ins have been installed at toilet rooms. Fixture installation. 09/27.37 Mop sink at janitor's room has been installed. Page 9 of 10 Ske Observation Notes #009 Homegoods Festival at Hyannis, Festival Mall Hyannis, MA October 3, 2000 15600— MECHANICAL 08/30.11 New mechanical BTU's have been set on roof, duct work installed. Drops have also been installed and ductwork insulated; final runs pending. 08/30.12 Re-work of the existing ductwork and drops are in progress at Homegoods. 09/27.38 Electric unit heater at loading dock has been installed. 09/27.39 New RTU's have been piped and powered and made operational. The existing RTU's require various repairs and freon re-charging to make them fully operational. 09/27.40 Mechanical rough-in is complete in sales and support spaces. Final connection to supply air diffusers and return air grilles is pending. 16000— ELECTRICAL 08/30.13 Temporary lighting has been installed in Homegoods. 08/30.14 Electrical rough-in above ceiling line is in progress in Homegoods. 09/27.41 Strip lights at valence are being installed this day. 09/27.42 WI fixtures have been installed in sales area. 09/27.43 New and existing RTU's have been powered and are operable. cc: Jerry Garner, Festival Companies; Sydni Roberson, Estate of James Campbell Page 10 of 10 tTj C) O '� r;. 'r ,Po VI 4I„• O Cn o h > n oITI », O Z 0 O O Y IR [clj I" G 9 yy f O O i ITI . of YCy]v1 ZO z t 2 N C17 • Job: Festival at Hyannis Location: Hyannis, MA Date: September 27, 2000 Job No.: C99600.199.1.0099 - Observation # 9 CARTER & BURGESS, INC. 23 East Street, Cambridge, Massachusetts 02141 - 1215 C1 A o INT f 7. ; `=R€ eb z 3. .. (EXTERIOR)ALUMINUM STOREFRONT AT HOMEGOODS HAS BEEN INSTALLED. � z � A, T I41-Te - c Y t - U yam' - �x V] O o . N U (EXTERIOR)EGRESS DOOR AT SOUTH END OF THE BUILDING. SPLIT FACED y VENEER WAINSCOT IN BACKGROUND,NEW CONCRETE CURBING IN THE p, 04 a FOREGROUND.BLOCK FILLER PAINT HAS BEEN INSTALLED AT EXTERIOR y W EXPOSED CMU WALLS. W H hA V N m - _ l ml y ®e -- I WF III orm it Sol ®t■! do w . �-. ;: 4'r'�_-�r'1'u� .c' --•L-- ._ .: !�' -.�—�T tea_.—='- � _'Jtlf YYR J 1 ' .�_�•YQYYr�• YY� S � \ e '� • . Y 5I � 1K1 I r �. I �'Y_II *-" 1 �I dduGL9i�u�u IM1 �.�'■'7�i M+'Y..•F,L i:Aat 1 . • 1 1 • III � 1 e " 111 " I I " � 1 � ' G � P'f�` . r 1 t woa`{ �•1 i � ��y: " rr+tl".""�' fh�S j' Y P 977 a boy - • � � � ;� � ,, _ I �� o r .. d x - s 0O ` rff a,y rM� A. P tp l b d 00 Job: Festival at Hyannis Location: Hyannis, MA Date: September 27, 2000 Job No.: C99600.199.1.0099 - Observation # 9 CARTER & BURGESS, INC. 23 East Street, Cambridge, Massachusetts 02141 - 1215 'r rrrmyyy.+ 0 �y Z ::,�,� � � � d � '�a�� .v�l n�°'i. � � � i gf�� i, .� ��N���d�dl�,I�IprµM�%•"+I�r N��Nrr,b�hu� �i�n��o��r� tt i A,a �x F/] z d aN. �} { 1 m 1. C7 x t PI l r , to a + r a IW Z 4 a n N ',a r�Y��wnf:••.�a� M 4�„ ^"��u � �; r iJ,'�.: I �.;..• u n rNN^�r "r"rV r� I I �w, j ,�u y h J r�k�-, i�,.,n - x, i °f �m O • • Job: Festival at Hyannis Location: Hyannis, MA Date: September 27, 2000 Job No.: C99600.199.1.0099 - Observation # 9 CARTER & BURGESS, INC. 23 East Street, Cambridge, Massachusetts 02141 - 1215 -3.z 0 � y.i yy I'a 0 ie b"4 ~ 0 y —0 j' - Z � z I, O cn 0 s Coll) "'i �;''M`7 ao�p 1,i n jq tTj i--i a 'rd dlwl�'k4 °@dY '�I%w61em Ild� „.ww ur ou t _ - w 1k. - Cz/� � a v 0-4 O a q z Z z � N PO V; w, �Ibll Vi i-3 N Job: Festival at Hyannis Location: Hyannis, MA Date: September 27, 2000 Job No.: C99600.199.1.0099 - Observation # 9 CARTER & BURGESS, INC. 23 East Street, Cambridge, Massachusetts 02141 a 1215 v' z _ �I OZ X O H O,�= 1 -.. t�ri 7d O *p. "'vd' E C�iyO Pq z } � 4 � d a �y > z b O yR �'I IJI^ '�� �:��u���'ll� 'r �y, �u 9�aa.�� ~ Cn O � ' l Z C/] �Tyy w tid vial r O /�� � �,. �ii�'i�i r�I I �✓ tii )!�'d�'� ''.'�$ ��i' y y N r'F 'doh y�,��yy , t4��y O C17 x� _ S. l z .cl�i Ad 14 O � CRI 7d z I C� s �p I _ a i 7�C OI I l li�I O 5 l+l V �CrJJ • Job: Festival at Hyannis Location: Hyannis, MA Date: September 27, 2000 Job No.: C99600.199.1.0099 - Observation # 9 CARTER & BURGESS, INC. 23 East Street, Cambridge, Massachusetts 02141 - 1215 Daily Report Briggs Engineering & Testing PROJECT: HOME GOODS/HYANNIS BRIGflS A Division of PK Associates, Inc. PROJECT#: 20647 INSPECTOR: Wayne Carbonneau EMP.#: 3 5 6 REPORT#: DATE: 8/2/0 0 CODE: S26 ARR.TIME: 1:00 pm JOB HRS.: T.T.: MILEAGE: TEMP.: H 75F L WIND:. H L X HUMID.: H X L SUNNY NO.OF PAGES TO THIS REPORT: 1 _NO.OF BACKUP PAGES TO THIS REPORT: 0 I reported to the above mentioned project site to perform the scheduled masonry inspection. VISUAL SOILS, MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1 . A masonry field inspection was performed today for line 4 between A and C. 2. At the request of the client, one set of-mortar cubes were fabricated by myself. The mason contractor, Masonry Plus, fabricated block prisms. A full masonry inspection was not performed today. 3. The superintendent was informed of all results and findings. . .. +1i11JiHrY+iii:irrriiiLrr'� . 000Z L I ON .. ....{ t �'i�1K' •i• .,. t__" ,� f: ..� -; S._u+f�:,.. ti w:-+r J .� .tv n w Technician: Wayne Carbonneau Approved ti rt C*i Carter .. B r u gess SITE OBSERVATION NOTES PROJECT: Homegoods PROJECT # C99600.199.1.0099 Festival at Hyannis, Festival Mall Hyannis, MA REPORTED BY: David Michael Lieb, Project Manager DATE: June 14, 2000 TO: Alfred E. Martin, Building Inspector...................................................Town of Barnstable Harold M. Siegel, Deputy Fire Chief .................................... Barnstable Fire Department Tim Maynes, Construction Manager........................................ Trammel Crow Company Stan Hergott, Project Manager...........................................................Ryan Construction File SUBJECT: Site Observation Notes #001 A site visit was made to the referenced project on Wednesday, June 7, 2000 for the purpose of observing the general building construction progress to date. This observation will indicate items in progress on the date of the site visit and will, where appropriate, clarify the status of any outstanding items from previous reports or meetings. Noted deviations from the construction documents are discussed with Al Goodwin, Field Superintendent for Ryan Construction, prior to leaving the site. General Observations Weather. Overcast, drizzle;strong, gusting winds 30- Temp: Low 50's—high 60's 40 mph. Partly cloudy before leaving site. Appearance of site: The project site has been cordoned off with 6'high chain link construction fencing in the front and rear of the two buildings. The interior work areas and exterior dumpster area are well-maintained and demolished materials stockpiled. 02050 — (HOMEGOODs) DEMOLITION AND REMOVAL OF WORK 06/07.01 The primary electric power to the Homegoods building has been disconnected and made safe. The existing transformer has been removed and power cut-off at the primary power pole. Interior panels and switchgear have been disconnected, but not yet removed from the building. 06/07.02 The primary sprinkler service has been shut-off at the building's primary service and made safe. 06/07.03 Primary gas service to the building has been disconnected, meter removed, and made safe. 06/07.04 The existing ceiling tile has been removed and demolished. Removal of the ceiling grid is in progress this day: 06/07.05 The existing mezzanine, demising partitions, and plumbing fixtures have been demolished leaving the metal stair at the loading area and front of building offices and vestibule. 06/07.06 The existing display pegboard and wall paneling system has been removed exposing the existing GWB wall. PANIMHyannis\Festival at Hyannis\99600\BUILDING\CA\reports\SiteObservationNotes001.doc Site Observation Notes #001 Homegoods Festival at Hyannis, Festival Mall Hyannis, MA June 12, 2000 06/07.07 The existing overhead door was observed for potential re-use as planned. The door appears to be in questionable condition requiring new weather stripping and door track. The door itself is showing moderate signs of nearing its life expectancy. A final decision whether or not to re-use the door is pending. 02050 - (ADJACENT TENANT`B') DEMOLITION AND REMOVAL OF WORK. 06/07.08 The existing ceiling grid has been removed in the work area of the building demolition. A temporary metal stud partition with 8' high plywood sheathing has been installed in a line approximately 10' behind the line of the new exterior wall and storefront to provide added security. 06/07.09 The existing water service and meter have been relocated to a new location within the new bounds of Building 'B'. 06/07.10 The existing canopy structure has been exposed, as well as the existing structure within Building `B'. 06/07.11 Two existing RTU's have been removed, gas lines disconnected and made safe in preparation for roof demolition. 02220 — EXCAVATION, TRENCHING AND BACKFILLING 06/07.12 Openings have been cut in the existing concrete slab at Building `B' in preparation for new footings and columns and for use with temporary bracing during the building demolition. The soil below the openings has been excavated to a depth consistent with the new footing depths. 06/07.13 The concrete removed has been stockpiled temporarily within the exposed area of demolition. 05000 —STRUCTURAL STEEL 06/07.14 Temporary bracing has been installed in the Homegoods building in preparation for removal of the existing CMU walls on the south end of the building. 06/07.15 Temporary bracing has been installed at the adjacent tenant building at column lines A6 between 8 and 9; at A7, A8, between 8 and 9. cc: Jerry Garner, Festival Companies Page 2 Oxz CT1 FRz ' dNm .' OOP O C r 7 w CZCc) yx0tz On ' zz Cn � z0 x 00 pf"�Pun a,a.��. _._ y 7 qw ;b O z CO ii O m 0 u c� tr1 Y !� d0Ox d P 40 C7 O r, N Job: Festival at Hyannis Location: Hyannis, MA Date: June 7, 2000 Job No.: C99600.199.1.0099 - Observation # 1 CARTER & BURGESS, INC. 23 East Street, Cambridge, Massachusetts 02141 - 1215 �'} � a O ON ill ON _ \p (INTERIOR)DEMOLITION WORK IN PROGRESS FOR REMOVAL OF THE C CEILING TILE,GRID,LIGHTS,AND STABILIZATION OF THE EXISTING C N DUCTWORK AND DIFFUSERS/RETURN AIR DISTRIBUTION. C M� h PI N 4 tj z � ^ C "b ,pm limo, 4. A4 .. (INTERIOR) MTL STAIR AND REMAINDER OF MEZZANINE STRUCTURAL a W FRAMING REMAIN TO BE DEMOLISHED. C tiA UN y r ry Z (INTERIOR)ELECTRICAL PANELS IN HOMEGOODS BUILDING HAVE BEEN [ o. DISCONNECTED AND THE TRANSFORMER REMOVED FROM THE 0 C EXTERIOR PAD AND DISCONNECTED AT THE MAIN POWER POLE. z N C� O rl PC ml O O � - O U " (INTERIOR) TEMPORARY STRUCTURAL SHORING HAS BEEN INSTALLED „ �o o aI W AT THE JOIST GIRDERS AT THE SOUTH END OF THE BUILDING IN PREPARATION FOR DEMOLITION TO PROCEED. h Q U N x 3 C t, �C CI - a (INTERIOR)TEMPORARY WALL CONSTRUCTED AT TENANT BUILDING IN PREPARATION FOR DEMOLITION AND CUTTING BACK OF THE NORTH END •p OF THE BUILDING. Z N 't O i •� ^ b V1, EA it "Np (INTERIOR) TEMPORARY STRUCTURAL SHORING HAS BEEN INSTALLED a AT THE JOISTS AT THE EAST FACE OF THE TENANT BUILDING IN W PREPARATION FOR DEMOLITION OF THE EXISTING FAI�ADE TO PROCEED. r p A N t I I � O 1 3 n (INTERIOR)SLAB CUTS AT TENANT BUILDING IN PREPARATION FOR NEW •• FOOTINGS AND TEMPORARY STRUCTURAL SHORING. ° z Ca i� - •` �'�"� � � s � N' ice• 10. a � (INTERIOR) EXISTING WATER SERVICE HAS BEEN RELOCATED AND A h NEW METER SET TO BE WITHIN THE `NEW' BOUNDS OF THE TENANT •• C--� BUILDING. EXISTING SEWER LINES HAVE ALSO BEEN CUT AND CAPPED PC •• a (.� WHERE REQUIRED TO PREPARE FOR THE TENANT BUILDING DEMOLITION. FO A V N L Cartern- Bur SITE OBSERVATION NOTES PROJECT: Homegoods PROJECT# C99600.199.1.0099 Festival at Hyannis, Festival Mall Hyannis, MA REPORTED BY: David Michael Lieb, Project Manager DATE: September 5, 2000 TO: Alfred E. Martin, Building Inspector...................................................Town of Barnstable Harold M. Siegel, Deputy Fire Chief .................................... Barnstable Fire Department Tim Maynes, Construction Manager........................................ Trammel Crow Company Stan Hergott, Project Manager...........................................................Ryan Construction File SUBJECT: Site Observation Notes #007 A site visit was made to the referenced project on Wednesday, August 30, 2000 for the purpose of observing the general building construction progress to date. This observation will indicate items in progress on the date of the site visit and will, where appropriate, clarify the status of any outstanding items from previous reports or meetings. Noted deviations froe�the construction documents are discussed with Al Goodwin, Field Superintendent for Ryan Construction, rior to leaving the site. General Observations Weather: Overcast, Cloudy- Rain Temp: High 70's M Appearance of site: The project site has been cordoned off with 6'high chain link construction fencing in the front and rear of the two buildings. The interior work areas and exterior dumpster area are well-maintained and demolished materials stockpiled. 02050 —(HOMEGOODs) DEMOLITION AND REMOVAL OF WORK 06/07.01 The primary electric power to the Homegoods building has been disconnected and made.safe. The existing transformer has been removed and power cut-off at the primary power pole. Interior panels and switchgear have been disconnected, but not yet removed from the building. 06/07.02 The primary sprinkler service has been shut-off at the building's primary service and made safe. CORRECTION 6/21/00— Primary sprinkler has not been shut-off. The General Contractor is exercising care during demolition of the two buildings. 06/07.03 Primary gas service to the building has been disconnected, meter removed, and made safe. 06/07.04 The existing ceiling the has been removed and demolished. Removal,of the ceiling grid is in progress this day. 06/07.05 The existing mezzanine, demising partitions, and plumbing fixtures have been demolished leaving the metal stair at the loading area and front of building offices and vestibule: 06/07.06 The existing display pegboard and wall paneling system has been removed exposing the existing GWB wall. PAMA\HyannisTestival at Hyannis\99600\BUILDING\CA\reports\SiteObservationNotes007.doc , J Site Observation Notes #007 Homegoods Festival at Hyannis, Festival Mall Hyannis, MA September 5, 2000 06/07.07 The existing overhead door was observed for potential re-use as planned. The door appears to be in questionable condition requiring new weather stripping and door track. The door itself is showing moderate signs of nearing its life expectancy. A final decision whether or not to re-use the door is pending. 06/21.01 The entire existing entry canopy, face brick, and structure has been demolished and removed from the facade exposing the existing smooth faced CMU. 06/21.02 The existing VCT the has been removed in entirety. The slab appears to be in good condition to receive the new floor finishes. 06/21.03 Demolition is in progress at the south end CMU wall. Measures are in progress to free the existing wall from the temporarily shored existing joists to prepare the wall for removal and demolition. 06/21.04 The existing pier at col's E.7 and 5 has been exposed. Architect's representative and G.C. reviewed existing condition to discuss the variance in the existing field condition from the "as- built" drawings for the original Center. 06/21.05 The existing overhead door has been demolished and will be removed. 06/21.06 The existing roof ballast has been removed for a distance of 10' from roof edge and temporarily stockpiled behind the existing Tenant "B" building. 08/16.01 Staging and temporary shoring is in place for demolition of existing CMU wall in preparation for Homegoods entry. 08/16.02 Existing concrete footing has been removed at column E.8 and 5. Demolition of existing veneer is pending, and will proceed after structural steel has been installed at column E.8 and 5. 08/16.03 Backfilling has been completed at the column at E.8 and 5. 08/30.01 Demolition is in progress at column E.8 and 5 at adjacent existing canopy. During demolition, GC uncovered an existing steel lintel bearing on the existing brick veneer. Architect's Representative observed condition on site this day and conferred with the project's structural engineer. Solution: GC to temporarily shore the existing lintel, demo and remove existing brick veneer, install 8" CMU block `column' 20" wide, grout filled, and tied back to the existing CMU pier. 02050—(ADJACENT TENANTS) DEMOLITION AND REMOVAL OF WORK. 06/07.08 The existing ceiling grid has been removed in the work area of the 3building demolition. A temporary metal stud partition with 8' high plywood sheathing has been installed in a line approximately 10' behind the line of the new exterior wall and storefront to provide added security. 06/07.09 The existing water service and meter have been relocated to a new location within the new bounds of Building `B'. Page 2 of 6 Site Observation Notes #007 Homegoods Festival at Hyannis, Festival Mall Hyannis, MA September 5, 2000 06/07.10 The existing canopy structure has been exposed, as well as the existing structure within Building `B'. 06/07.11 Two existing RTU's have been removed, gas lines disconnected and made safe in preparation for roof demolition. 06/21.07 The existing exterior wall within the demolition scope have been demolished and removed. 06/21.08 The existing slab within the demolition scope area has also been removed. Removal of existing foundation walls on west side is in progress. The temporary shoring is now exposed and existing structure appears to be stabilized. 02220 — EXCAVATION, TRENCHING AND BACKFILLING 06/07.12 Openings have been cut in the existing concrete slab at Building `B' in preparation for new footings and columns and for use with temporary bracing during the building demolition. The soil below the openings has been excavated to a depth consistent with the new footing depths. 06/07.13 The concrete removed has been stockpiled temporarily within the exposed area of demolition. 07/05.01 Excavation has been performed for the new pier locations at Homegoods canopy. Column and column line locations have.been marked with wood stakes. 07/05.02 Backfilling for Homegoods foundation is scheduled for this week. Foundation area under repair at new loading area is not to be backfilled until Architect/Engineer has reviewed the parging and repairs. 07/19.01 Backfilling has been completed at exterior face of Homegoods foundation wall. 07/19.02 Excavation and trenching are in progress this day for plumbing rough-in at Homegoods. 08/02.01 Backfilling has been completed for all plumbing rough-in and vent rough-in. 08/30.02 Existing slab at Homegoods has been saw cut and trenched for installation of electrical conduit and walker duct. 03300 — CAST-IN-PLACE CONCRETE 07/05.03 The entire perimeter footings and foundation wall at the Homegoods building have been poured. Work was supervised and tested by Briggs Testing — reports pending. The foundation wall at the new loading dock between columns A and 1, 1.3 has several areas where the concrete was not satisfactorily vibrated leaving an exposed "swiss cheese" condition at the foundation wall. The issue was discussed on-site with Richard Shields and Dick Mann of Ryan Construction. The Architect's Representative discussed the issue with the project's structural engineer. The Architect's Representative directed Ryan Construction to parge the problem areas in , accordance with spec section 03300—3.9 repairing defective work, the work shall then be reviewed by Briggs; in addition, Architect/Engineer shall review digital pictures of repaired work prior to final backfilling. Page 3 of 6 Site Observation Notes #007 Homegoods Festival at Hyannis, Festival Mall Hyannis, MA September 5, 2000 07/05.04 Perimeter insulation is underway this day based on approved submittal received via fax on 6/30/00. 07/19.03 Foundations and footings have been poured at column line 5, for the new canopy columns at Homegoods. The foundation and footing at columns E.8 and 5 have not yet been poured pending additional demolition work required at the existing retail strip. 07/19.04 Foundations at columns B+1.3, B+2, and B+3 have been poured this day. Architect's Representative observed forms and reinforcing prior to pour. All appeared to be in conformance with drawings and specifications. 08/30.03 The concrete slab in the Homegoods addition has been poured. Slab finish appears to be of very good finish and workmanship. Saw cut control joints have been installed per drawings and specifications. 04000 — MASONRY 08/02.02 CMU installation is approximately 2/3 complete at column line 1 (west wall of the addition). CMU installation is approximately 1/8 complete at column line 4 (east wall of the addition). Architect's representative has coordinated the location of one control joint 16" from corner of column line 4 and column line at the south end wall. The other control joints will be located at each column per previous direction. The perlite, block insulation, has been delivered, installation to commence on west wall prior to bond installation. Structural engineer directed mason that bond beam installation re-enforcing should terminate at control joints. 08/16.04 The split faced masonry panel has been erected within Building V. Architect's Representative has reviewed the material color, mortar color, and jointing. Panel has been approved, but jointing to be `flat' to match existing center jointing. 08/16.05 The CMU walls along the 4-line is complete. The joist seats have been cut into the CMU wall. 08/16.06 The CMU wall along the 1 line is complete. Joist seats have been cut into the CMU wall. 08/16.07 The CMU wall along the A line is in progress (90% complete.) The top courses remain, as well as the walls above the new loading dock. Update 08130100-CMU wall along A line 100% complete. 08/16.08 The CMU wall at the adjacent tenant V building is 100% complete. 08/30.04 Masonry inf ill has been installed at STL lintels over Homegoods entry. GC asked structural engineer to evaluate existing CMU conditions at rough CMU openings. Structural engineer directed GC to grout fill block at ends of rough openings. Structural Engineer to advise on opening at"existing toothed" openings. Page 4 of 6 Site Observation Notes #007 Homegoods Festival at Hyannis, Festival Mall Hyannis, MA September 5, 2000 05000 —STRUCTURAL STEEL 06/07.14 Temporary bracing has been installed in the Homegoods building in preparation for removal of the existing CMU walls on the south end of the building. 06/07.15 Temporary bracing has been installed at the adjacent tenant building at column lines A6 between 8 and 9; at A7, A8, between 8 and 9. 07/05.05 Base plates and anchor bolts have been installed at columns A and 1.3; A and 2; A and 3. 07/19.05 Structural steel base plates have been set at columns E.1 and 5; D.3 and 5; C.5 and 5; B.7 and 5; B and 5; A and 3; A and 2; A and 1.3; C and 1.3; C and 2; and C and 3. The base plates at C and 1.3; C and 2; and C and 3 were sized to extend over existing CMU steel reinforcing bars. Holes were core drilled this day, new steel anchors set in epoxy grout and plates grout set. 08/02.03 Structural steel has been delivered and is on-site this day. Erection is to start this day. All material and decking is on-site this day. 08/02.04 Steel erection is in progress. 08/16.09 Columns have been installed at columns 1.3 & C; 1.3 & B; 2& C; 2 & B; 3 & C; and 3 & B. 08/16.10 Joist girders have been installed at the 3-line between C & B and A& B. 08/16.11 Bar joists have been installed from the 3-line to line 4, where joists sit in joist seats cut in new CMU wall. 08/16.12 Bar joists have been installed between column lines 2 &3, 2 & 1.3, and 1 & 1.3. Joist seats have been cut into the new CMU wall at the 1 line. 08/16.13 RTU frames with integral burglar bars, exhaust frames and box outs for roof drains have been installed. Decking has not yet been cut at RTU frames. 08/16.14 Metal decking is 100% installed.. 08/30.05 Metal deck installation is 100% complete at Homegoods. Metal deck installation and welding is in progress and will be inspected on 8/31/00. 08/30.06 Structural steel erection is in progress at adjacent building `B'. Work is 90% complete. 08/30.07 Structural lintel beams have been installed at new storefront locations at Homegoods entry. Shoring has not been removed yet. 06100 — 08/30.08 Treated blocking sill has been installed at perimeter of Homegoods addition parapet to receive EPDM membrane, Page 5 of 6 Site Observation Notes #007 ' Homegoods Festival at Hyannis, Festival Mall Hyannis, MA September 5, 2000 07200 — BUILDING INSULATION 07/19.06 Perimeter insulation installation is complete at Homegoods. 07/19.07 Perimeter insulation installation is complete at Building "B". 07533 — BALLASTED MEMBRANE ROOFING SYSTEM 08/30.09 EPDM membrane, and rigid insulation has been installed at Homegoods building (with the exception of the canopy roof.) Membrane has been lapped over treated blocking sill. Roof has been prepared for ballast installation. 15400 — PLUMBING 08/16.15 Roof drainage pipes are being installed this day. Roof drains have been installed and decking cut at those areas as required. 08/16.16 Roof drainpipe drop at west side is 50% complete with tie to underground complete.. 08/30.10 Primary roof drainpipe runs and drops have been installed (100%) complete at Homegoods; drains have been installed and flashed. Overflow drains have been installed. Drops and runs for overflow drains have not yet been installed. 15600 — MECHANICAL 08/30.11 New mechanical RTU's have been set on roof, duct work installed. Drops have also been installed and ductwork insulated; final runs pending. 08/30.12 Re-work of the existing ductwork and drops are in progress at Homegoods. 16000 — ELECTRICAL ' 08/30.13 Temporary lighting has been installed in Homegoods. 08/30.14 Electrical rough-in above ceiling line is in progress in Homegoods. cc: Jerry Garner, Festival Companies;Sydni Roberson, Estate of James Campbell Page 6 of 6 "Z'3 a � ' o z uuyyy 0 r AsIr ��y rViV �N� My. EbjyuIb\1 ' ^� 1 1.J r It M lk I'll �.W p { a rc 1 y W�Ifr'�'�� I & CO �uul9i'I' 4", 1 dry' 0'10 m lip, d �'elf Oil N Job: Festival at Hyannis Location: Hyannis, MA Date: August 30, 2000. Job No.: C99600.199.1.0099 - Observation # 7 CARTER & BURGESS, INC. 23 East Street, Cambridge, Massachusetts 02141 - 1215 ,�� dE'"�L� � �.rh a rM � ��'w r� f��� tiLfj *�y � �] •r � � f �� I � i . f= i I 4'jl rru .I i d Hm it y � � J,r d w w w — p ITiii� a �.'x h, r".yD 1 �k • �., d"T �'+�...�4 k�"" '.� ,u ., +'"��y�r �`c �" �;i l7 "rTJ r ��A i 4' �i �" " � � I � i, /� 1 Z a .-3 p N� r W p .M Ma+" nl 'ui Job: Festival at Hyannis Location: Hyannis, MA Date: August 30 2000 Job No.: C99600.199.1.0099 - Observation # 7 CARTER & BURGESS, INC. 23 East Street, Cambridge, Massachusetts 02141 - 12-15 YV�M ✓�l i r� �Y'� mWY G" ,��!•,y a 1, �,�wwm�1� ; "M_ 1'; �. � � w r,piY"�w,�rl �hr, �v z 1 IT H Z. � y5 60 IS h. d�ri � .�iI� i1 ��i i�,I +mule ��C� Y °{ �n ,�,mlr• CIA # •c. 4d R G Job: Festival at Hyannis Location: Hyannis, MA Date: August 30. 2000 Job No.: C99600199.1.0099 - Observation #7 CARTER & BURGESS, INC. 23 East Street, Cambridge, Massachusetts 02141 - 1215 J i i ck h* ih0 p - ON • (EXTERIOR)NEW STRUCTURAL STEEL HAS BEEN INSTALLED AT IwTul' ADJACENT BUILDING`B' C •• v � % h cl 9Q O t . g pa (INTERIOR)INTERIOR SLAB AT HOMEGOODS ADDITION HAS BEEN , a a POURED,CONTROL JOINTS INSTALLED PER DRAWINGS AND SPECIFICATIONS. O M hA UN Carter us Burgess TRANSMITTAL To: Town of Barnstable Date: 9/5/00 Project# C99600.199.1.0099 Town Office Building Attention: Mr. Alfred E. Martin, Building Inspector 367 Main Street Hyannis, MA 02601 Regarding: Homegoods Festival at Hyannis, Festival Mall Hyannis, MA ®Attached ❑ Under separate cover ®Mail ❑ UPS Ground ❑Overnight ❑Second Day ❑Courier ❑ Pick Up [I Hand Delivery ❑ Prints ❑Vellums ❑Specifications ❑Shop Drawing ❑Samples ❑Bulletin ❑Copy of Document ❑ Diskette ®Other: CopiesDate Description 1 8/30/00 Site Observation Notes#007 ❑ For Your Use ❑ For Approval ❑ For Review&Comment ❑As Requested By: ❑Approved as Submitted ❑Approved as Noted El Revise&Resubmit ❑Other: OtherDistribution Bulletins/ Prints Vellums Addenda Harold Siegel Notes 007 Tim Maynes Notes 007 Stan Hergott Notes 007 Jerry Garner Notes 007 Sydni Robertson Notes 007 If enclosures are not as noted, kindly notify us at once. From: David Michael Lieb/dmr Carter&Burgess, Inc. 23 East Street Cambridge, Massachusetts 02141-1215 Telephone(617)225-0200:: Fax(617)225-0216 L �IKE Sign TOWN OF BARNSTABLE Permit iARNSTASLE. MASS. 1639. Permit Number: Application Ref: 201004749 20070512 Issue Date: 09/13/10 Applicant: FESTIVAL OF HYANNIS LLC Proposed Use: SHOPPING CENTER- MALL .Permit Type: SIGN PERMIT Permit Fee$ .200.00 Location 1010 IYANNOUGH ROAD/RTE132 Map Parcel 295019X01 Town BARNSTABLE Zoning District, SPLT Contractor PROPERTY OWNER,, Remarks REFACE EXISTING PYLON SIGNS REPL WALL HOMEGOODS 100. S y' Q Owner: FESTIVAL OF HYANNIS LLC Address: BILLBOX 01 8726 1053 f PO BOX 7522 HICKSVILLE, NY 11802-7522 Issued By: p POST THIS CARD SO THAT IS VISIBLE..........Y.....:..ROM THE STREET oft►E, Town of Barest CSEP 0 REC D egulatory Serv*cces 13 BARNsrABM * Thomas F.Geiler,Dire y MASS. `b 0_39. Building Division % Tom Perry, Building Commissioner � ► 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 ax: 508-790-6230 Permit# Building Official approving_-____-_____ Application for Sign Permit Applicant: __ h r Vl_ --------------Assessors No.sL"l_1D__Nq- to I Doing Business As: �;� . -G S ____Telephone No._ ./6-`-7 W-3 T 7 Sign Location Street/Road:_-_- - - - - r2s� ---- Zoning District: Old Kings Highway? Ye&TTi nis-Historic Districts? Ye Propertylpwner Name:_ � S_1'l ]meS Telephone: -p- - C.----- p --- ------------dz-1 Address:_ o v�yC�------------------------Village: __V"e _l'tcZ rO c d Sign Con for Name:__�+LYte j3 Ck 1(k1 ---- _Tolephon ------------------ e: g3_.? t--tkz4L Mailing Address;_( 3 =i� 1L� `�c h�(' Description Please follow the cover directions.You must have an accurate rendition of sign widi dimensions and location. Is the sign to be electsifsed? Yes o (Note:Ifyes, a raIiingpei7nitis�equhed) F�� i' + Width of building face � ft.x 10= �3 x.10= f Check one Reface existing sign_Ior New Total Sq.Ft.of proposed sign(s)nP w!a- Il.you have additional signs please attach a sheetlisting-each one Rid]dimensions' J 3 If refacing an existing sign please provide a picture of the existing sign with dimensions.' I hereby certify that I vn`die owner or that I have tlse audiority'of die owner to make this application, that die information is correct and diat die use'and construction sliall conform to the provisions of §240-59 dlrough§240-8 e fio`wl iisLable%oni Ordinance. Signature of er/Authorized ate., •� f SIGNS/SIGNREQU August 31, 2010 Sally Shea of Barnstable W e p 0 RFC p w; ins Business Enterprise, B�" Town . 200 Main Street �' �� 4130 MACK DRIVE CRoyDoN, PA.-1'9D.21' Hyannis, MA 02601 PH: 21 5.788.3B9B ' FAX: 21 5.788.367G (508) 862-4031 RE: HomeGoods 1070 Lyanough Rd Festival Plaza Hyannis, MA Dear Sally, As per your direction, please find the revised Sign Permit Application for the above referenced location. Included in this package are revised detailed drawings and check #5601 in the amount of,$200.00 to cover permit fee. Please feel free to contact us at 215-788-3898 if there are any questions., Thank you for your assistance in this matter. S erely, Donna Langel `.. .. •. a PROJECT NAME: Q — ADDRESS: l Ty 4vinw5k 2`1 w1 S PERMIT# S-7 S PERMIT DATE: Z J�� ` I Z) T M/P• LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS program on: z z� BY: q/wpfiles/lrchive APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name "� �1 61.(-te4 Telephone Number 76-1 316 Address j Q,)A ):rA-r- - _ License # 05 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN,TO Oct.( tife's SIGNATUR r — r DATE �� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION t Map _ Parcel lX0 Application # UG Health Division Date Issued 2 aZ-4' ID Conservation Division Application Fe Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address 1070 Tyanvuyh I c c, a 04o'C- 100A-S Village Hynn n iJ Owner Kmcc Rex. Ijv Cone iIC)rn Address 3M> Ueo HyAe Park QO, New Oy�f�k �y lI C94z Telephone S(,C) -561 - 02L1� Permit Request �e_jp(ace Cur{- er- check cis ic> ncj n e, lca/LJ0+ 44 orrc I"herll�•�,s►ti5 -�x(v�s •i-v ►�e•.� la,tdu�, ('�wc�r(c tn�� Ves},5�1e -fvnew lc.vu�l- .'��� all Jjew -S1t6(n4 dwxs �jrefertor1_rxfed,>r )) rh�PrA 1,1+ min01- Floor r^ejK4;r Square feet: 1 st floor: existing 99 proposed2lf"4 2nd floor: existing 014 proposed (/A- Total new O Zoning District Flood Plain Groundwater Overlay Project ValuatiA&57 600.OC)Construction Type , Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes JkNo On Old King's Highway: ❑Yes XNo Basement Type: ❑ Full ❑ Crawl ❑Walkout �f Other /)Oin e- Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) �4tN L-6 ur V-1 Number of Baths: Full: existing(2) new C> Half: existing 0 new 0 Number of Bedrooms: existing d new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil A 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 0.9ew —size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: ZZE o - , Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ = w c� 1 7 Commercial )d Yes ❑ No If yes, site plan review# Current Use m e(ea�fi I e Proposed Use lbo C` o n e l use m APPLICANT INFORMATION DER OR HOMED Name '7r -n ,�w u, S�elephone Numb e t 2 - G U Address L ulk C'1_/ License # a2E tt�� I r 1 �v h ►g U2 O Hom mprovement Contra or# I CA J-n vr,4 Jorker's Compensation # owo ALL CONSTR TION DEBRI RESULTING FRO THI ROJECT WILL BE TAKEN T E. L eve 5o�s 0 i 4 cif, a c� wrof bo-o h I3'1 (4 G l P SIGNATURE DATE % v/O FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE 9 OWNER DATE OF INSPECTION: l FOUNDATION z; x FRAME b' INSULATION FIREPLACE ELECTRICAL: ROUGH FINALr PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. z: r f Jan , 26 . 2010 4 18PM BARNSTABLE fire dept No 4039 P - 2 FIRE DEPARTMENTS OF THE TOWN Off' BARNSTAIiL3E . Tire Prevention Office - Hhicldey Building 2U0 Main Street, 1Iyannis, INIA U2,601 (508) 862-4097 BUILDING CODE COMPLIANCE FORM Plans doted oi as-•ro ..... for the property located at to"tQ_,�Y •���6++ � also kr,:�wn as,.. �.��oQa � have been reviewed h�� W of the Barnstable :CO C.OMM ❑ Cotuit [� Hyannis i:� Wesf 8arnst�blP Fire Dep.atment, co THE CHART BELOW INDICATES THE STATUS OF THE REVIEW TYPE OF CONSTRUCTION DOCUMENT N/A RECEIVED REVIEWED COMPLIES 1. Narrative Report ,✓ 2. Firefighting & Rescue Access ✓ 3. Hydrant Location &Water Supply ✓ 4. Sprinkler Systams ✓ WAO.L X3 5• Sprinkler Control EquipmentQ0C- .6. Standpipe Systems 7. Standpipe Valve Locations 8. Fire Department Connection 9. Fire Protective Signaling System ✓ ,,o• F,P_S.S. & Annunciator location ✓ 11. Smoke Control/Exhaust ✓ 12• Smoke Control Equipment'Location ✓ 13. Life Safety System Features r/ 14, Fire.Extinguishing Systems 16. F.E.S. Control Equipment location' 16, Fire Protection Rooms 17. Fire Protection Equipment Signage _ 18. Alarm Transmission Method 19. Sequence of Operation Report 20• Acceptance 7esfing Criteria CVVe!'believe this document to be complete and compliant for the issuance of a building ,permit ��� We have completed the acceptance testing for the occupancy permit and believe that within the scope of the building permit, the above issues are in compliance. t scs Vella, n; t'in rUtPM- ?41C;t massacn dart s ations and, � ofBoardBuitdin;Re„ul I I t construction Supervisor License s License: CS 84962 Rest ricted,to: 00 s t gTEPHEN G BARRETT 18 DUNBAR ST ABINGTON, MA 02351 Expiration: 10/8/2010 II r.. ('ummissiuncr r o COMMONWEALTH BUILDING, INC. Building for Business.Since 1979 February 8, 2010 To Whom It May Concern, Please accept this letter as.a confirmation that Stephen Barrett is currently engaged-as a full time employee at Commonwealth.Building Inc. - If there is any further information that you may require at this time; please do not hesitate to contact our office. Thank you. .t. Sincerely, . Addy R. ea General Manager, r 265 Willard Street •.Quincy,Massachusetts 02169 • 617-770-0050 • Fax 617-472-4734 N ,� www.combuild.com �10100%Recycled paper CONSTRUCTION CONTROL AFFIDAVIT The Sixth Edition of the Massachusetts State Building Code in accordance with Massachusetts General Law Chapter 112 requires most buildings containing a volume of 35000 cubic feet to be designed and built under the supervision of a Massachusetts Registered Architect. It is the responsibility of the Registered Professional completing this form to insure compliance with the law. ADDRESS HomeGoods,Westborough Shopping Festival Plaza, 1070 Lyanough Rd,Hyannis,MA 02601 PROJECT TITLE Minor Alteration NATURE OF PROJECT Altered vestibule&front counters SCOPE OF PROFESSIONAL WORK Architect In accordance with section 116 of the Massachusetts State Building Code and in compliance with Massachusetts General Law section 112,I hereby state that I am the Massachusetts Registered Professional Architect responsible for the preparation of the plans and specifications for the following sections of the project: ® ENTIRE PROJECT ❑ ARCHITECTURAL .❑ STRUCTURAL ❑ MECHANICAL ❑ FIRE PROTECTION ❑ ELECTRICAL ❑ OTHER To the best of my knowledge these plans conform to all of the requirements of the sixth edition of the Massachusetts State Building Code, all applicable laws and ordinances, and acceptable practices.I further certify that I shall perform all of the necessary professional services required to insure that this project is constructed in accordance with the approved plans and specifications including periodic site visits and the submission of periodic project compliance reports to this department. SEAL ��ae. ARctii Architect: Jeffrey Taylor MA Reg#: 9626 T. T 0��' Address: 572 North Broadway,White Plains,NY 10603 w 9 26 ;0 -� ITE INS, �� of *gyhc Telephone: 914-289-0011 F B 0 1 2010 SIGNATURE MMCO Realty Corporation Glenn W. Wilson Writer's Direct Dial: 860-561-0245 Regional Property Manager Writer's Direct Fax: 860-561-0426 E-Mail:gwilson@kimcorealty.com Website: www.kimcorealty.com VIA: 1"Class Mail February 5,2010 Town of Hyannis Att:Building Department 367 Main Street Hyannis,MA 02601 To whom it may concern: I,Glenn Wilson,as owner representative of the subject property located at 1070 Iyannough Road(Rt 120), hereby authorize:TJX Corporation and Commonwealth Building Inc.to act on my behalf,in all matters relative to work authorized by this building permit application. The general scope of work is a cosmetic improvement and various merchandise fixture replacements. Please contact me if you have any questions. Sincerely, Glenn W.Wilson Regional Property Manager New England/Northern New York Cc: TJX Companies 433 South Main Street West Hartford,CT 06110 TOWIN OF UP ST Kimco 16 Realty Corporation Glenn W. Wilson _Writer's Direct Dial: 860-561-0245 Regional Property Manager Writer's Direct Fax: 860-561-0426 E-Mail:gwilson@kimcorealty.com Website: www.kimcorealty.com VIA: V Class Mail February 5,2010 Town of Hyannis Att:Building Department 367 Main Street Hyannis,MA 02601 To whom it may concern: I,Glenn Wilson,as owner representative of the subject property located at 1070 Iyannough Road(Rt 120), hereby authorize:TJX Corporation and Commonwealth Building Inc.to act on my behalf,in all matters relative to work authorized by this building permit application. The general scope of work is a cosmetic improvement and various merchandise fixture replacements. Please contact me if you have any questions. Sincerely Glenn W. Wilson Regional Property Manager New England/Northern New York Cc: TJX Companies 433 South Main Street West Hartford,CT 06110 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02,1XX . k1i www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/ElectriciansIPlumbers Applicant Information Please Print Legibly Name (Business/Organization/individual): Commonwealth Building Inc Address: 265 Willard Street City/State/Zip: Quincy, MA 02169 Phone#: (617) 770-0050 Are you an employer?Check the appropriate box: Type of project(requited): a am I❑ general contractor and I 1.FA I am a employer with 4. g 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors j' 2.❑ I am a sole proprietor or partner- listed on the attached sheet.t 7• ®Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp.insurance. g_ ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its officers have exercised their 10.❑ Electrical repairs or additions required.] 3.❑ I gin a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions myself. (No workers' comp. c. 152,§1(4),and we have no 12.❑Roof repairs insurance required.]t employees. [No workers' comp.insurance required.] l3:❑ ether *Any applicant that checks box#i 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 anew affidavit indicating such. tConuactors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I ain an employer that is providing workers'compensation insurance for my employees. Below is the policy andjob site igforrnation. Insurance Company Name le I�'. r iZ r n Policy #or Self-ins. Lic # 402pQ$g060; Expiration late: 12l3 .. .. Job Site Address 1070 lyanoughload' City/State/Zip-Hyanrils, MA 02601 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 tine 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 tip 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. . do hereby cec�c y under pauzs and penalties of perjury that the information provided bo a is true and correct. Siiznature Date. : r Phone#: ,--�� �3a�� ':, ; . Official use only. Da not write in this area, to be completed by city or town official, i 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#: ACORD CERTIFICATE OF LIABILITY INSURANCE OP IDDY F��01108110 IMM DO YYY� COMBU i PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Gallagher Construction Svcs. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE CA License# 0726293 HOLDER.THIS CERTIFICATE(DOES NOT AMEND,EXTEND OR 1 Market St., Spear,Tower #200 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. San Francisco CA 94105 a Phone: 800-500-7202 Fax: 415-391-1882 INSURERS AFFORDING COVERAGE• NAIC# INSURED - - - . - - INSURER A: - vlstiaY roPm xRswAx�weranr - INSURER B: r 9ASxuexL PIRA IISupARCs w. -.., a...- / - Commonwealth Building, Inc. INSURERC' 'APCR aP:cxAca xxsauuxca W.'. ._ 265 Willard Street INSURE RD: Quincy MA 02169 ' ' IN E: r COVERAGES THE POLICIES OF INSURANCE LISTED BELOWHAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING c ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCfI - d POLICIES.AGGREGATE LIMBS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. •' INSR 001 POLICY- - ' - LTR SRD TYPE OF INSURANCE POLICYNUMBER ` DATE POLICY EXPIRATION I , DATE(MMDMY)y) DATE(MMA10/Y'/)' LIMITS GENERAL LIABILITY ?ACH.00CURRENCE - E 1,000,000 $ $ COMMERCIALGENERAL LIABILITY 4020089074 12/31/09 '12/31/lO OAMAGE TO RENTED?REMISES(Ea oaureNx) - - E 100,000 CLAIMS MADE Fx I OCCUR - " + - MED EXP(My mwT—) E 5,000 PERSONAL&AOVINJURY ;' E 1,000,000 4I GENERAL AGGREGATE S 2,000,000 GEHL AGGREGATE LIMIT APPLIES PER: .,PRODUCTS-COMP/OP AGG E 2,000,000 POLICY PR4 - JECT L XOC Emp Ben.. _ 1,000,000 AVTOMOBILELIA&CITY - -_OMBINED SINGLE�UMR $ SOOOOOO A ANY AUTO 4020089088 12/31/09 12/31/10, sEa axdeM) ALL OWNED AUTOS .. .BODILYIUJURY' s .. ][ SCHEDULED AVTOS � ,b PH a—) z.. . X HIREDAUTOS .' •.- x BODILY INJURY k E : X NOIIOWNEDAUTOS "' - Per.dderd)r rt PROPERTY DAMAGE. f - <'E ;Pee ac erd) GARAGE LIABILITY s ' AUTO ONLY-EA ACCIDENT ANY AUTO ,� . e .OTHER THAN - EA ACC E- :AUTO ONLY: 'AGG. E a EXCESSIUMBRELLA LIABILITY - •. '; - a .EACH OCCURRENCE. •. f 10000000 :. C X OCCUR ❑CLAIMSMADE 00 EXU902200 12' 06� 12/31/09 12/31/10 AGGREGATE. s 10000000 - 9 4 E=P DEDUCTIBLE - - } E Hx RETENTION E SO,000 x s WORKERS COMPENSATION AND - X 1M: 0T14 - - EMPLOYERS'LIABBITY - _ TORY LIMITSSTATLL ER A 4020089060 12/31/09,, .''.12/31/10 E.L EACH ACCIDENT ANY PROPRIETOTUPARTNERIEXECUTIVE J. ', . E lOOOOOO � OFFICERIMEMBER EXCLUDED"! . - - - - - E.L.DISEASE EA EMPLOYEE ' E 1000000 Byekde bauMu .+.•y i .. - - SPECIALPROVISIONSbelow E.L.DISEASE-POLICY LIMIT f 1000000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS : k CERTIFICATE HOLDER CANCELLATION t* SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION L .DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TOMAIL 30 'DAYS WRITTEN .r NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT;BUT FAILURE TO DO SO SHALL - MASTER IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. FAx—EvOp,'-NGDA1Y REPRESE ACORD 25(2001/08) ©ACORD CORPORATION 1988 Waste Disposal Affidavit In accordance with the provisions-of HGL c 40, S S4, on conditions of Building Permit Number is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by the HGL.c 111, S 150A. The debris will be disposed of at: E.L. Harvey & Sons, Inc. 68 Hopkinton Road Westborough, MA 01581 Signature 1/20/2010 Date • Massachusetts Department of Environmental Protection Bureau of Waste Prevention • Air Quality 1100100462 Decal Number BWP AQ 06 Notification Prior to Construction or Demolition Important: A. Applicability When filling out pp Y forms on the computer,use only the tab key A Construction or Demolition operation of an industrial;commercial, or institutional building, or to move your residential building with 20 or more units is regulated by the Department of Environmental Protection cursor-do not use the return (DEP), Bureau of Waste Prevention-Air Quality Control Regulations 310 CMR 7.09. Notification of key. Construction or Demolition operations is required under 310 CMR 7.09(2)ten (10)days prior to any work being performed.The following information is required pursuant to 310 CMR 7.09. B. General Project Description 1. a. Is this facility fee exempt-city,town, district, municipal housing authority, owner-occupied Instructions residence of four units or less?❑Yes ❑✓ No 1.All sections of b.Provide blanket decal number if applicable: this form must be Blanket Decal Number completed in order to comply with the 2. Facility Information: Department of HOMEGOODS Environmental Protection a.Name notification 11070 IYANOUGH ROAD requirements of b.Address 310 CMR 7.09 H annis MA 02601 ' c. it own tate e,Zip Code (508)778-7790 f.Tele hone Number area code and extension E-mail Address(optional)* 24,999 1 In.Size of Facility in Square Feet L Number of Floors j. Was the facility built prior to-1980? ❑✓ Yes ❑ No k. Describe the current or prior'use of the facility: MERCANTILE I. Is the facility a residential facility? ❑ Yes ❑✓ No —o m. If yes, how many units? Number of units —O 3. Facility Owner: =N KIMCO REALTY CORPORATION ' -------=o a.Name 0 13333 NEW HYDE PARK ROAD, SUITE 100 b.Address NEW HYDE PARK NY —� 11042 _(O a Cityrrown d.State e.Zip Code _o (860)561-0245 9yison@kimcorealty.com �d f.Telephone Number area code and extension .E-mail Address(optional) �Q h.Onsite Manager Name ag06.doc•10/02 BWP AQ 06•Page 1 of 3 h A LlMassachusetts Department of Environmental Protection': ` _ Bureau of Waste Prevention • Air Quality 1100100462 BWP r AQ ®A Decal Number Notification Prior to Construction„or Demolition General t C ior B. General Project Description on . Statement:If � p (� ) " asbestos is found during a s, a Construction or 4. General Contractor: Demolition 1COMMONWEALTH BUILDING, INC. operation,all s _ responsible parties a.Name must comply with 1265 WILLARD STREET r 310 CMR 7.00, b.Address and Chapter 2 1 E of the 0UINCY MA . _ � 22169 Cha General Laws of c.Cit /Town d.State e.ZiD Code the commonwealth. (617)770-0050 isbarreffftombuild.com This would include, f.Tele hone Number area code and extension but would not be E-mail Address(optional) limited to,filing an ISTEVE BARRETT asbestos removal h.On-site Manager Name notification with the Department and/or Y a notice of release/threat of release of a C. General Construction or Demolition Description hazardous ! substance to the 1. Construction or demolition contractor. ` �.' Department,if applicable. ,._ COMMONWEALTH BUILDING,INC. a.Name 265 WILLARD STREET ' b.Address QUINCY f. MA 02169 c.Cit /Town da'State e.Zip Code;. (617)770-0050 sbarrett@corribuild.com , f.Telephone Number area code and extension .E-mail Address(optional) STEVE BARRETT h.On-site Manager Name , 2. On-Site Supervisor. JACK TRAINOR >. ; On-Site Supervisor Name _ 3. Is the entire facility to'be.demolisheV 0 Yes ✓0 'No _ �0 4. Describe the area(s),to be demolished: to XX.14' METAL STUD AND GWB WALL BUILT WITHIN 5 YRS - N 0 5. If this is a construction project, describe the building(s)or addition(s)to be constructed: REPLACE INTERIOR CUSTOMER CHECKOUTS WITH NEW o R Y y �Q ag06.doc-10/02 BWP AQ 06•Page 2 of 3 0 Massachusetts Department of Environmental Protection ■ Bureau of Waste Prevention . Air Quality 1100100462 i B W P AQ 06 Decal Number Notification Prior to Construction or.Demolition , C. General Construction or-Demolition Description (cont.) 6. a. If this is a demolition project,were the structure(s)surveyed for the presence of asbestos containing material (ACM)? , ❑ Yes ❑✓ No If yes,who conducted the survey? b.Survevor Name c.Division of occupational Safety Certification Number , 7. Construction or Demolition: 03/01/2010 1 03/12/2010 —, a.Start Date(mm/dd/yyyy) b.End Date(mm/dd/yyyy) 8. a. For demolition and construction projects, indicate dust suppression techniques to be used: ❑ seeding ❑ paving wetting b. If other, please specify: ❑ g ❑ shrouding. ❑ covering ❑✓ other TEMPORARILY ENCLOSE WITH PLASTIC AND/OR FR T 9. For Emergency Demolition Operations, who is the DEP official who evaluated the emergency? a.Name of DEP Official „ b.Title #'+ c.Date mm/dd/ of Authorization d.DEP Waiver Number D. Certification I certify that I have examined the ISTEVE BARRETT o above and that to the best of my a.Print Name _o knowledge it is true and complete. The signature below subjects the b.Authorized Signature —N 'signer to the general statutes —�— ASSISTANT PROJECT MANAGER o regarding a false and misleading ' c. Position/I Me -------- o statement(s). COMMONWEALTH BUILDING, INC. d.Re resentin e.Date(mm/dd/yyyy) �d ■ ag06.doc•10/02 BWP AQ 06•Page 3 of 3■ MassDEP Home I Contact 'I Feedback I Tour I Privacy Policy MassDEP's Online Filing System - ' Username:COMBUILD Nickname:ADDY My eDEP Forms Q' My Profile&* Help - 1` Transaction Over'VieW Trans#285290 ID#100100462 AQ 06 -Construction/Demolition Notification J Forms Signature Payment Submit Payment _. punt, F&7t Payment Confirmation Thank you.Your payment has been received. Note: Payment received after 3:30pm will not be posted until the next business day. MassDEP Home I Contact I Feedback I Tour I Privacy Policy MasslDEP's Online Filing System ver.9.0.4.0©2008 MassDEP MassDEP Home I Contact I Feedback I Tour I Privacy Policy MassDEP's Online Filing System Usemame:COMBUILD Nickname:ADDY My eDEP I Forms&* My Profile g* Help p Receipt J Forms Signature Payment Receipt , Summary/Receipt a print receipt �� Ezit_ Your submission is complete. Thank you for using DEP's online reporting _ system. You can select "My eDEP" to see a list of your transactions. DEP Transaction ID: 285290 Date and Time Submitted: 1/20/2010 1:50:06 PM Other Email : Form Name: AQ 06 - Construction/Demolition Notification Payment Information DEP code: 43073 Date: 1/20/2010 1:48:28 PM Amount ($): 85 Payment Detail: SHEA ADELEEN --AccountType --AccountNumber****7254 Confirmation Number: Contractor Contractor Number Name Address, , Supervisor ; Project Monitor ; Lab My_eDEP MassDEP Home I Contact I.Feedback I Tour I Privacy Policy Y: MassDEP's Online Filing System ver.9.0.4.0© 2008 MassDER, Steve Barrett From: eDEPConfirmation@massmail.state.ma.us Sent: Wednesday, January 20, 2010 2:07•PM To: ashea@combuild.com Cc: sbarrett@combuild.com Subject: eDEP Submittal Confirmation for DEP Transaction ID: 285290 Thank you for using eDEP Online Filing from the.Massachusetts Department of Environmental Protection. Your transaction is complete and has been submitted to MassDEP. This email is your receipt for the eDEP Online Filing transaction described below: Please review it and keep a copy for your records. Please do NOT reply to this message, this email address will not receive messages. For assistance with eDEP Online Filing, please email the DEP Help Desk at DEP.HELP@state.ma.us or call 617-556-1100. MassDEP is interested in how we can serve you better. To help us make improvements to eDEP, please take a minute to complete our eDEP Online Filing Survey at http://www.mass.gov/dep/service/compliance/edepsurv.htm. To contact MassDEP Programs, please see http://mass.gbv/dep/about/contacts.htm. DEP Transaction ID: 285290 Date and Time Submitted: 01/20/2010 01:50:06 Form Name: AQ 06 -Construction/Demolition Notification,Payment Information DEP code: 43073 Date: 1/20/2010 1:48:28 PM Amount ($): 85 Payment Detail: SHEA ADELEEN --AccountType -- AccountNumber****7254 ConfirmationNumber: Contractor Contractor Number' Name Address Supervisor Project Monitor Lab EMAIL ID OF THE USER: ashea@combuild.com ************************************************************************************** EMAIL ID OF THE OTHER USERS: sbarrett@combuild.com i ARCHIVED SPECIFICATIONS Year : Project Name: ine �Gl�S Project Address: 0 Map & Parcel # Permit number, if assigned: d g lv✓� �. 1 Permit date: Per Tom Perry, these Specification books must be kept indefinitely. Check with the Commissioner before discarding any of these documents. They can be moved to storage if needed. Archived Specs TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map pq5 Parcel Yo / Application# 1s ©Health Division konsefvation Division j Permit# Tax Collector. Date Issued Treasurer Application Fee 1,06 r /Planning Dept. Permit Fee 1 Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address F��70 IYAMC)UG" 1-h - Village � P, Owner 1 1%,hCD IBC AL `( CQRZ? Address !!1 33 SoLrnA r-k A il.4 Telephone „O- t 0 2—' 4.5 Permit Request 7. UL ,V_/ C_DnAoAg&�� , Ct t # P-J Square feet: 1 st floor:existing _ proposed — �2� n proposed Total new Zoning District " Flood Plain Groundwater Overlay - Project Valuation ; ; �� Construction Type ; C_' Lot Size '— Grandfathered: ❑Yes ❑No If yes, attach supporting documentation ; Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) _ Age of Existing Structure Historic House: ❑Yes ❑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 ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name d _ -I Telephone Number e7�21— 33r �774e Address ��, 21 License# 4 '7 b j' \L[ 0:�V tM of JTIA o bft 0 Z_1 7-Y- Home Improvement Contractor# Worker's Compensation# \Y Q_' 4,5*7 UP ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR DATE FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ! ADDRESS ►--1 VILLAGE - r OWNER i s '� I '�" �. I � 1, •� DATE OF INSPECTION: FOUNDATION j FRAME J 't INSULATION G FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL Ile GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. I t t ✓'fze �ay�nzaiuuP<d�.z ¢��/l�Gaaaac<irc�e�6 'f i i. B( q�2Q OF BUILpING REG�J[ATIQI�S: 114icense itON$TRUCTION SUPtRVISOR Numbjj,. CC 067093 { �;rtfidgt3/'fp/1.963 f -ixpies--0=G/2008 -._-Tr_-�o:--.135Z6__.._< t . -4 p. �bgg bi Retr #OOrJ'1 { %TRICK F.OUF 25 AIJDEN RD or y.ey WEYMOUTH, MA.O. �88 � .. _ ry':. Gdmmisswner A III r �\ lI/G t�V//snavn►rc�si�/• v� i.JNYYN�.��✓�--r \ Department of Industrial Accidents Office of Investigations 600 Washington Street, Bosto,f, MA 02111 fvww)hass.gov/din Y '' Workers' Compensation'Insurance Affidavit: B-uilders/Contractors/Blectricians/Plum hers Applicant Information Please Print'Lep-i•bly Name (Business/orga�ation/In&vidual):Ct>M#"CH,4-)C.IAi�li Address: Z.(� �I 11✓t.p.1Z� ►Tz. i City/State/Zip: oi l_w C.`4 m yN 'o Z i Phone#: 770- 0-5-0 Are you an employer? Check the-appropriate bog: Type of project(required): 1,❑ I am a employer with 4. $�I am a general contractor and I 6. ❑ New,construction , employees(full and/or part-tiine).* have hired the sub-contractors 2.❑ I am a sole proprietor or pa liner- listed on the attached sheet $ `, ❑ Remodeling ship and have no employees t i These sub-contractors have 8: ❑ Demolition working for me in any capacity. workers' comp.insurance. 9. ❑ Building addition o workers' Comp.insurance 5, ❑ We are a corporation and its 10.❑ Electrical repairs or additions required.] officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs o additions myself.[No workers' comp, c. 152, 1 4 ,and we have no ❑ ep § O 12. Roof r sizs insurance required.] t . employees.[No workers' 13.�OtherCoi�l CQ '� � comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below sbowing their workers'compensation policy information' ' t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such 1contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information. I am an employer that is providing workers'compensation Insurance for my employees. Below Is the policy and job site information. ��' Inswance Company Name: C 0 M Policy#or Self-ins.Lic.#: \ht Expiration Date: 1 1 Job Site Address: 10 7® M Y AtA 00 City/state/Zip: 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 insuuance coverage verification. I do hereby ertify uncle ae ai"annalties o perjury that the information provided above is true and correct Si afore. Date: Phone#• �� 77�' 0 Q-56 Official use only. Do not write in this area,to be completed by city or town offsciaL City or Town: Permit/License# Issuing Authority (circle one): 1.Baird of#health 2.Building Departmem 3.City/Town Clerk 4.Electrical gaspeotor 5.Flumbina Inspector 6. Other Contact Persona: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to 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, construction or repair work on such dwelling house or.on the grounds or building appurtenant thereto shall not because of such employmentbe deemed to bean employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of alicense or permit to operate a business or to construct buildings 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 eater into any contract for the performance of public 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-contractors)name(s),address(es)and phone numbers)along with their certificate(s) of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are notrequired 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 affidavit. 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. self-insured companies-should enter their self-insurance license number on the appropriate line. City or Town Officials . Please be sure that the affidavit is complete and printed 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 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 mist submit multiple permit/license applications 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 to the applicant as proof that•a valid affidavit is on file for future permits or licenses. A new 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 orpemrit to burn leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would lie to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: • 9 The Commonwealth of Massachusetts , Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. t 617-727-4900 ent 406'or 1-877-MASSAFE Fax#617-727-7749 Revised 5-26-05 www.mass.gov/dia CONSTRUCTION CONTROL AFFIDAVIT The Sixth Edition of the Massachusetts State Building Code in accordance with Massachusetts General Law Chapter 112 requires most buildings containing a volume of 35000 cubic feet to be designed and built under the supervision of a Massachusetts Registered Architect. It is the responsibility of the Registered Professional completing this form to insure compliance with the law. ADDRESS HomeGoods,Festival Mall B 1070 Iyanough Road Hyannis MA 02601 PROJECT TITLE New Compactor Pad&Door NATURE OF PROJECT Install new compactor pad&access door at Receiving Rm. SCOPE OF PROFESSIONAL WORK Architect In accordance with section 116 of the Massachusetts State Building Code and in compliance with Massachusetts General Law section 112,I hereby state that I am the Massachusetts Registered Professional Architect responsible for the preparation of the plans and specifications for the following sections of the project: ® ENTIRE PROJECT ❑ ARCHITECTURAL ❑ STRUCTURAL ❑ MECHANICAL ❑ FIRE PROTECTION ❑ ELECTRICAL ❑ OTHER To the best of my knowledge these plans conform to all of the requirements of the sixth edition of the Massachusetts State Building Code,all applicable laws and ordinances,and acceptable practices.I further certify that I shall perform all of the necessary professional services required to insure that this project is constructed in accordance with the approved plans and specifications including periodic site visits and the submission of periodic project compliance reports to this department. SEAL Architect: JeffreyTaylor MA Reg#: 9626 JUN 006 Address: 572 North Broadway,White Plains NY 10603 ED A4 T. Na 9626 Telephone: 914-289-0011 c WHITE PLAINS, _LPk_ps Faros. SIGNATURt Client#: 71805 COMBUI DATE(MMIDD ACORDTM CERTIFICATE OF LIABILITY INSURANCE 2/10/2006mrn PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Gallagher Construction Project Solutions ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 50 Braintree Hill Park HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Braintree,MA 02184 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Illinois Union Insurance Company 27960 Commonwealth Building'Inc INSURER B: OneBeacon Insurance Company 21970 265 Willard Street INSURERc: North River Insurance Company 21105 Quincy, MA 02169 INSURERD: Commerce&Industry 19410 INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFFECTIVE POLICY EXPIRATION LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD DATE MM/DD/YY LIMITS A GENERAL LIABILITY G21978243001 12/31/05 12/31/06 EACH OCCURRENCE $1 OOO OOO X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTEDLnce) $1 OO 000 CLAIMS MADE M OCCUR !MED EXP(Any one person) $1 O 000 PERSONAL&ADV INJURY $1 OOO O00 GENERAL AGGREGATE s2,000000 �EN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 POLICY X PRO LOC JECT B AUTOMOBILE LIABILITY CB1 E6002O 12/31/05 12/31/06 COMBINED SINGLE LIMIT $1,000,000 ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY X SCHEDULED AUTOS (Per person) $ X HIREDAUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident), PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ C EXCESSIUMBRELLA LIABILITY 55308820005 12/31/05 12/31/06 EACH OCCURRENCE $10 000 000 X OCCUR CLAIMS MADE AGGREGATE $1O OOO OOO DEDUCTIBLE $ X RETENTION $ $ D WORKERS COMPENSATION AND WC9687929 12/31/05 12/31/06 X OR STATU- OTH- EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $500 OOO ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS./VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Commonwealth Building ,Inc. DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL I_ DAYS WRITTEN 265 Willard Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Quincy,MA 02169 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08)1 of 2 #M241771 KXD © ACORD CORPORATION 1988 PPP v°fISE Town of Barnstable h y°* Regulatory Services L $�xrtstest�, Thomas F.Geiler,Director Building Division, Tom Perry, Building Commissioner 200 Main Street, Iiyannis,MA b2601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section. If Using A Builder I, 62/.eM„ __ L,�l � �F�,��yc,( a Fy�as Owner of the subject property hereby.authorize A,1r,'r t 8t� F C n to act on my behalf, in all matters relative to work authorized by this building permit application for, o Address o ob) /V6A ,� Sign40fer Date Print xame Q:FORMS:OW IERPERMISSION ((i I ) ® rr, Subsidiary of the TJX Companies,Inc. To who it may concern, I am the store manager for the Home Goods at the Festival Plaza in Hyannis. I would like to know if we could obtain permission to place two containers outside our building. We would be placing them on the grassy area to the left side of the building as you face the main entrance to the store, not on any paved surface, nor blocking any egress. Both containers would be forty feet long and approximately twelve feet wide. Neither should be visible to the patrons of the plaza. Sincerely, Kristin A. Dietrich r 770 Cochituate Rd.,Framingham,MA 01701 (508)390-3820 Fax (508)390-3812 �f. 54 ARE, 'down of Barnstable cF owti - Regulatory Services Thomas F.Geller,Director IS. � , , 3►t►`'� Bantling Division Tom?erry,'Building Commissioner € 200 Main Street, Hyannis,NIA 02601 Fax: 508-790-6230 Office: 508-862-4038 Date . / r 6 C . Address _ . To Whom It May Concern: , A/✓t-/ t Our attention has been alerted to the fact that you are flying illegal contrary to the Town of Barnstable's Zoning Ordinances. or any P rtion of which i code which t in motion by movem nts• Section 4-3.3,prohibited Signs(1)"Any sign, an including pennants,banners or flags,except official flags of nations or administrative or political subdivisions thereof." .' Please contact meat 508-862-4033 when these flags have been removed so that I can inspect the site.Thank you for your anticipated cooperation. Sincerely, _ ' David Mattos Building Inspector . r TOWN OF BARNSTABLE TEMPORARY CERTIFICATE OF OCCUPANCY STOCK STORE ONLY PARCEL ID 295 019 XO1 GEOBASE ID 41309 ADDRESS 1070 IYANNOUGH ROAD/ROUTE PHONE (617)932-1244 HYANNIS, MA ZIP 02601- LOT 3 4 5 6 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 49295 DESCRIPTION 14DAY TEMPORARY OCCUPANCY T0'`STOCK STORE PERMIT TYPE BTCOO TITLE TEMP. OCCUPANCY PERMIT CONTRACTORS: ARCHITECTS: Department of Health, Safety and Environmental Services TOTAL FEES: BOND $.00 drIME CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY * , * 1ARNSt'ABLE, MASS. 0599- A� ED M1►� BUILM G DIVISI0 BY � I DATE ISSUED 10/13/2000 EXPIRATION DATE 1 11/L 0 { TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY HOME GOODS PARCEL. ID 295 019 X01 . GEOBASE ID 41309 ADDRESS 1070 IYANNOUGH ROAD/ROUTE PHONE (617)932-1244 HYANNIS' MA ZIP 02601- LOT 3 4 5 6 BLOCK LOT SIZE ' DBA DEVELOPMENT DISTRICT BA I PERMIT 49295 DESCRIPTION HOME GOODS PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND .00 INE CONSTRUCTION COSTS $.00 ''�!'►1' j 756 CERTIFICATE OF OCCUPANCY • + * BARNSPABLE. MAS& 1639. ED MAl BUILDING DIVI ON BY 1i,/ . DATE ISSUED 10/09/2000 EXPIRATION DATE TOWN OF BARNSTABLE TEMPORARY OCCUPANCY PERMIT i PARCEL ID 295 019 X01 GEOBASE ID 41309 ADDRESS 1070 IYANNOUGH ROAD/ROUTE PHONE (617)932-1244 HYANNIS, MA ZIP 02601— LOT 3 4 5 6 BLOCK LOT SIZE DBA �. DEVELOPMENT DISTRICT BA i PENT TYPE NO WRIPTION TFRPY OgCUgkNCY Pjgjy�NCY TO STOCK STORE oft CONTRACTORS.: ARCHITECTS -' _ Department of Health, Safety and Environmental Services TOTAL FEES: BOND $.00 THE CONSTRUCTION COSTS $e00 I 756 CERTIFICATE OF OCCUPANCY + iARN3TABLE, f � MA83. �Ep16g9. 6 MA'S BUILD j�G DIVAIt BY DATE ISSUED 10/13/2000 EXPIRATION DATE . 10/2 -0 U •,= `` TOWN OF BARNSTABLE ;; ► TEMPORARY OCCUPANCY PERMIT PARCEL ID 295 019 XO1 GEOBASE ID 41309 ADDRESS 070 IYANNOUGH ROAD/ROUTE PHONE (617)932-1244 ANNIS, MA ZIP 02601— LOT 3 4 5 G BLOCK LOT SjZE DBA DEVELOPMENT DISTRICT BA PERMIT 49295 DESCRIPTION 7 DAY TEMPORARY OCCUPANCY TO STOCK\STORE PERMIT TYPE BTCOO TITLE TEMP. OCCUPANCY PERMIT CONTRACTORS: Department of Health, Safety ARCHITECTS: :and Environmental Services , TOTAL FEES: BOND $.00 Ox� CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY BARtvsrABi.E, r MASS. �► I ED MAl BUILDING DI is, BY ^ DATE ISSUED 10/13/2000 EXPIRATION DATE 10/20/2000 s; e'F j�.�,�, �v `!l. i(Ys �+3 �..!�1 C}("�' 1`'.��Ib(. _ f. •1��a�1'� .- ,. -ACLi-Lf—, 05 0 1.9 XO A i7E1Jr ASE J) 4l�.()H :'.c.urZ'? P 1070 I Y P.t'NQV( 1 Li►.F' �t `.1'£ 141014T? 1tYANJI6, MA, ZIP 02601 L.,'T :1 4 5 6 6LO04 K L`)T SIZE D SA D EV LOPMEWP DTI` kRI.CTrDMA Pl3,'K III A 6 t�2'2 t.�`�ESt[.F�7.P IO'R t7z3";:'I(�3.SECTIO 1,DD E�C?00" ./R �'MODErL Eyt q,3 ;,lG P''-°I��" T T T Y PE 13ADDI. TITLE BUILDING P IT11 i' A_DDI`I I.Oi� /" I 0jN-J'A,'A RS. S`I ANLEY P HERGOT Department-of Health, Safety a� I T T P'' '`S' r and Environmental Service's ri.tsVi) R1 It.�`i` j.OhVLi)T'l ,a•1y 647,000,.lI LI C}ii -ES. /'NON1•161T, ADD>/C0N�i I P:RIV,��`�`1 1?1;..*�� �:_.:. : I * EIARNIFLOLE. • MASS. 1639. BUILDING DIVISION BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- `F CROACHMENTS ON PUBLIC PROPERTY,NOT 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 MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR ' 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU-• ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. I&M a I in I am!Juoj k BUILDING -INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS y� D� 9 - ou 3 J 1 HEATING INSPECTION APPR ALS ENGINEERING DEPARTMENT �l / 00 v 2 BOARD OF HEALTH to I. OTHER: SITE AN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. r BUILDING. . PERMIT tt. NOR= , ,law APPROVED9 -zs��� I' TOWN OF BARNSTABLE ❑ GAS X WIRING ❑ PLUMBING ❑ BUILDING j OCN9-00 FRI, 7;33 PM FAPNSTAF LIP''_FIR'_DEPT.., FAX NO. '--08 H�0 8444 P. PO Box 94 `�✓� 3249 Main Street Barnstable MA 02630m Phone:(SOS)3623312 Fax:(SOS)362362-8444 To.- Tom Perry From O.C.Ha!Siegel Fax: CK 2Q-f230 Pages: 2 including cover Phones C5o8)862-4027 Rats: 10/19/2000 Rea: CC: O Urgent O For Review ®Please Comment 0 Please Reply C] Please Recycle i� S - r rxE. .,r:,:^•",;rai, f .� _ rzyr„§r,�yelw} ,rE«i:.:7r.�rg,.3 r.. e •�. �. �. ._..'; - r";�:��:, j hit��Cr-� tiC lrs.+''-'tt3x�`C"' _��d's":�s`3� �a 'M f 0i" i 9-00 FR i :34 PitrI PA NSTAPLE_FIRE DEP 5-+- 362 r�L�rT, FAX �IQ ,� .,�L 44 _ D • D BARNSTABLE FIRE DEPARTMENT �d�FIA Qti w% .Va: I .•.�..» 3249 Main Street—P.O.Box 94 li 0� t 912 tt v Barnstable,Massachusetts 02630 s<4a�n�'' 508-362-3312 °" FAX: 508-362-8444 WILLIAM A.J&ES, III HAROLD M.SIEGEL FIRE CHIEF DEPUTY PIPE CHIEF October 19, 2000 Tom Perry Barnstable Building Department Town I fall 1 lyanni s MA Mr. Perry: I have witnessed the fire alarm test for the Home Goods store in Festival Plaza today and all devices operated appropriately. At this time I have no problem issuing a temporary occupancy permit to expire October 27, 2000. This should leave ample time for the direct BANA line to be installed and connected to Barnstable County Fire Control as required. They are currently tied into the panel at the vacant pet store for the fire alarm. If you have any questions regarding this, please contact.me at the above address or telephone. Re$pect lly submitted, f --�aroId M. Siegej.-' Deputy Chief"' , flee BARNSTABLE FIRE DEPARTIMIENT 3249 Main Street—P.O.Box 94 o� 1807 o Barnstable,Massachusetts 02630 • • 508-362-3312 j+op" FAX: 508-362-8444 WILLIAM A.JONES, III HAROLD M.SIEGEL FIRE CHIEF DEPUTY FIRE CHIEF October 26, 2000 Tom Perry, Inspector Town of Barnstable Building Department 230 South Street Hyannis MA 02601 Mr. Perry: This letter is to certify that all of the fire department inspections have been completed at Festival Plaza at the new Home Goods Store. We find that the sprinkler system, and the fire alarm system are installed in accordance to all applicable codes and have tested in our presence. Resp tfully su mitted Harold M. S' gel Deputy re Chief 1 ,J i Carter .. Burgess SITE OBSERVATION NOTES PROJECT4 Homegoods PROJECT# C99600.199.1.0099 Festivahat�Hyannis, Festival Mall "Hyannis,-MA� REPORTED BY: David Michael Lie , PrOZManCr� DATE: July 5, 2000 TO: Alfred E. Martin, Building Inspector.........**'*'*'*"*'*'**'**"**"*'*'**"" nspector.. ................................................Town of Barnstable Harold M. Siegel, Deputy Fire Chief .................................... Barnstable Fire Department Tim Maynes, Construction Manager........................................ Trammel Crow Company Stan Hergott, Project Manager...........................................................Ryan Construction File SUBJECT: Site Observation Notes #003 A site visit was made to the referenced project on Wednesday, July 5, 2000 for the purpose of observing the general building construction progress to date. This observation will indicate items in progress on the date of the site visit and will, where appropriate, clarify the status of any outstanding items from previous reports or meetings. Noted deviations from the construction documents are discussed with Dick Mann (filling in for Al Goodwin, Field Superintendent for Ryan Construction who is on vacation), prior to leaving the site. General Observations Weather: Sunny& clear with light ocean breeze Temp: Mid 80's Appearance of site: The project site has been cordoned off with 6'high chain link construction fencing in the front and rear of the two buildings. The interior work areas and exterior dumpster area are well-maintained and demolished materials stockpiled. 02050 — (HOMEGOODs) DEMOUKON AND REMOVAL OF WORK 06/07.01 The primary electric power to the Homegoods.building has been disconnected and made safe. The existing transformer has been removed and power cut-off at the primary power pole. Interior panels and switchgear have been disconnected, but not yet removed from the building. 06/07.02 The primary sprinkler service has been shut-off at the building's primary service and made safe. CORRECTION 6121100—Primary sprinkler has not been shut-off. The General Contractor is exercising care during demolition of the two buildings. 06/07.03 Primary gas service to the building has been disconnected, meter removed, and made safe. 06/07.04 The existing ceiling tile has been removed and demolished. Removal of the ceiling grid is in progress this day. 06/07.05 The existing mezzanine, demising partitions, and plumbing fixtures have been demolished leaving the metal stair at the loading area and front of building offices and vestibule. PAMA\Hyannis\Festival at Hyannis\99600\BUILDING\CAVeports\SiteObservationNotes003.doc i Site Observation Notes #003 4Homegoods Festival at Hyannis, Festival Mall Hyannis, MA July 5, 2000 06/07.06 The existing display pegboard and wall paneling system has been removed exposing the existing GWB wall. 06/07.07 The existing overhead door was observed for potential re-use as planned. The door appears to be in questionable condition requiring new weather stripping and door track. The door itself is showing moderate signs of nearing its life expectancy. A final decision whether or not to re-use the door is pending. 06/21.01 The entire existing entry canopy, face brick, and structure has been demolished and removed from the fagade exposing the existing smooth faced CMU. 06/21.02 The existing VCT the has been removed in entirety. The slab appears to be in good condition to receive the new floor finishes. 06/21.03 Demolition is in progress at the south end CMU wall. Measures are in progress to free the existing wall from the temporarily shored existing joists to prepare the wall for removal and demolition. 06/21.04 The existing pier at col's E.7 and 5 has been exposed. Architect's representative and G.C. reviewed existing condition to discuss the variance in the existing field condition from the"as- built" drawings for the original Center. 06/21.05 The existing overhead door has been demolished and will be removed. 06/21.06 The existing roof ballast has been removed for a distance of 10' from roof edge and temporarily stockpiled behind the existing Tenant"B" building. 02050 — (ADJACENT TENANT'B') DEMOLITION AND REMOVAL OF WORK. 06/07.08 The existing ceiling grid has been removed in the work area of the building demolition. A temporary metal stud partition with 8' high plywood sheathing has been installed in a line approximately 10' behind the line of the new exterior wall and storefront to provide added security. 06/07.09 The existing water service and meter have been relocated to a new location within the new bounds of Building 'B'. 06/07.10 The existing canopy structure has been exposed, as well as the existing structure within Building 'B'. 06/07.1.1 Two existing RTU's have been removed, gas lines disconnected and made safe in preparation for roof demolition. 06/21.07 The existing exterior wall within the demolition scope have been demolished and removed. 06/21.08 The existing slab within the demolition scope area has also been removed. Removal of existing foundation walls on west side is in progress. The temporary shoring is now exposed and existing structure appears to be stabilized.. Page 2 Site Observation Notes#003 t�,�Homegoods Festival at Hyannis, Festival Mall Hyannis, MA July 5, 2000 02220 — EXCAVATION, TRENCHING AND BACKFILLING 06/07.12 Openings have been cut in the existing concrete slab at Building 'B' in preparation for new footings and columns and for use with temporary bracing during the building demolition. The soil below the openings has been excavated to a depth consistent with the new footing depths. 06/07.13 The concrete removed has been stockpiled temporarily within the exposed area of demolition. 07/05.01 Excavation has been performed for the new pier locations at Homegoods canopy. Column and column line locations have been marked with wood stakes. 07/05.02 Backfilling for Homegoods foundation is scheduled for this week. Foundation area under repair at new loading area is not to be backfilled until Architect/Engineer has reviewed the parging and repairs. 03300 —CAST-IN-PLACE CONCRETE 07/05.03 The entire perimeter footings and foundation wall at the Homegoods building have been poured. Work was supervised and tested by Briggs Testing —reports pending. The foundation wall at the new loading dock between columns A and 1, 1.3 has several areas where the concrete was not satisfactorily vibrated leaving an exposed "swiss cheese" condition at the foundation wall. The issue was discussed on-site with Richard Shields and Dick Mann of Ryan Construction. The Architect's Representative discussed the issue with the project's structural engineer. The Architect's Representative directed Ryan Construction to parge the problem areas in accordance with spec section 03300—3.9 repairing defective work, the work shall then be reviewed by Briggs; in addition, Architect/Engineer shall review digital pictures of repaired work prior to final backfilling. 07/05.04 Perimeter insulation is underway this day based on approved submittal received via fax on 6/30/00. 05000 —STRUCTURAL STEEL 06/07.14 Temporary bracing has been installed in the Homegoods building in preparation for removal of the.existing CMU walls on the south end of the building. 06/07.15 Temporary bracing has been installed at the adjacent tenant building at column lines A6 between 8 and 9; at A7, A8, between 8 and 9. 07/05.05 Base plates and anchor bolts have been installed at columns A and 1.3; A and 2; A and 3. cc: Jerry Garner, Festival Companies; Sydni Roberson, Estate of James Campbell Page 3 >� z f-1 trl � 4} I r 6 � _ {, d� �� Z Ip cc qj gt�'. 'p � S u N � Job: Festival at Hyannis Location: Hyannis, MA Date: July 5, 2000 Job No.: C99600.199.1.0099 - Observation # 3 CARTER & BURGESS, INC. 23 East Street, Cambridge, Massachusetts 02141 - 1215 ,1 f � it vi ie (EXTERIOR)ELECTRICAL CONDUIT SLEEVES IN NEW FOUNDATION WALL AT WEST SIDE. C � r - - � kv f O Ar ile L •pw10^ W VVM pa 4 (EXTERIOR) CONCRETE WORK AT NEW LOADING WALLS APPEARS Q h W NOT TO BE `VIBRATED' PROPERLY. G.C.WAS DIRECTED TO PARGE •• E.4 THE WORK TO PROPERLY SEAL THE CONCRETE AND NOT BACKFILL 2 a W UNTIL ARCHITECT/ENGINEER HAS REVIEWED DIGITAL PHOTOS MO A V N OF REPARE WORK. e — fk 77 su- ` v jr -Or 41 miki Air tiv h • (EXTERIOR)PROBLEM CONCRETE AREA ON SOUTH SIDE.PROBLEM p AREAS TO BE PARGED AND REVIEWED BY ARCHITECT/ENGINEER PRIOR TO BACKFILLING. CSC Z N ,•- 75 N 1 O (EXTERIOR) CONCRETE WORK AT NEW LOADING WALLS APPEARS NOT TO BE `VIBRATED'PROPERLY. G.C.WAS DIRECTED TO PARGE •• ��,, W THE WORK TO PROPERLY SEAL THE CONCRETE AND NOT BACKFILL O A N UNTIL ARCHITECT/ENGINEER HAS REVIEWED DIGITAL PHOTOS OF REPARE WORK. C •' sv - Ay � ¢¢qq,, .y� f ♦` -t't 57 -� * 141 MH rah, 10 ' • • ' • , .1 P M M ILI Rl 0• 1 IIIJ • • MAMEN ' • , s +-w#Lst'4�"� C�i��t:�a�'t,�"l'{� •r?•� i .s�� ��•i;'e14�{�S �; - 0 ' - III �• cz �r $E r !`.a � i- ��F►.Sri Yx:."� �"-i F..A i •ram"'' is s _ O k r •� 47 (EXTERIOR)FOUNDATION WALL AND MASONRY SHELF(FOR SPLIT FACED . CMU)ON EAST SIDE OF THE NEW WALL.RE-BAR APPEARS TO BE INSTALLED p C PROPERLY ON THIS SIDE OF THE EXPANDED FOUNDATION WALL. Z N a _ t = j •� c AW � �` _ y _- :As (EXTERIOR) PROBLEM CONCRETE AREA AT NEW LOADING DOCK.RE-BAR C o IS EXPOSED IN SEVERAL AREAS.WALL TO BE PARGED AND REVIEWED BY ARCHITECT/ENGINEER PRIOR TO BACKFILLING. O M ,"� A v N ,� fs i . (EXTERIOR)EXCAVATION FOR NEW FOOTING AT COL.'S 5 AND E.8. ARCHITECT/ENGINEER REVIEWED CONDITION.EXISTING FOOTING TO BE REMOVED PER DEMO PLANS.NEW FOOTING TO BE INSTALLED +� Z OVER EXISTING CONDITION FOOTING.STRUCTURAL ENGINEER TO u ^p ISSUE SKETCH. a �z T IT `7 - o U Y � 14. T _ jJ M l rr (EXTERIOR) NEW COLUMN BASE PLATE LOCATIONS AT EXISTING COL. A N LINE C. r •O C� r L 4 ram►,. ,. ;��, �.: ._ �,i �-� _ ' k O Intl yr} ; s Wi ,Or (EXTERIOR)PERIMETER INSULATION INSTALLATION IN PROGRESS AT NEW FOUNDATION WALL.AREA AT NEW LOADING DOCK TO BE LEFT PENDING REVIEW OF PARGING. t� r ;p'O `=r E'er."-��'.�� �'- �T ��--- � �� �• - �- r .�_�� `-'� � � A/ �1 16. wti w � (EXTERIOR) PARGING IN PROGRESS THIS MORNING AT INTERIOR FACE •• E� OF NEW FOUNDATION WALLS. •• �; ai (.� hA UN Carter - Burgess T R A N S M I T T A L To: LTown=of Barnstable_-,_- Date: 06/26/00 1 Project# C99600.199.1.0099 Health, Safety& Environmental Services !:W ff -`—� ' 5 Building'Inspector� Attention:�.Alfred_E,�Martin; Building Division ---- —�-- Town Office Building Regarding: Site Observation# 1 367 Main Street Festival at Hyannis—Homegoods Store Hyannis, MA 02601 Festival Mall ®Attached ❑Under separate cover ❑Mail ❑UPS Ground ❑Overnight ®Second Day ❑Courier' ❑Pick Up [:1 Hand Delivery ❑Prints ❑Vellums ❑Specifications ❑Shop Drawing ❑Samples ❑Bulletin ❑Copy of Document ❑ Diskette ❑Other: CopiesDate Description (1) Site Observation#2 06/26/00 Site Observation#2 ®For Your Use ❑For Approval ❑For Review&Comment ®As Requested By: TOWN OF BARN STABLE FD ❑Approved as Submitted ❑Approved as Noted ❑Revise&Resubmit ❑Other: OtherBulletins Distribution Prints Vellums Addenda Stan Hergott (1) Mr. Martin: Ryan Construction Tim Maynes 1 Attached please find our field observation for the Trammell Crow ( ) T referenced project, as part of the requirements for Harold M. Siegel construction control procedures in the Commonwealth of Barnstable Fire Dept. (1) T Massachusetts. Jerry Garner (1) Festival Companies T Please call me directly at(617)374-4422 with any Sydni Roberson comments or questions. The Estate of James (1) T' Campbell File T David Michael Lieb Carter&Burgess, Inc. 23 East Street Cambridge, Massachusetts 02141-1215 Telephone(617)225-0200 :: Fax(617)225-0216 r Carter .. Burges' s SITE OBSERVATION NOTES PROJECT: Homegoods PROJECT # C99600.199.1.0099 Festival at Hyannis, Festival Mall Hyannis, MA REPORTED BY: David Michael Lieb, Project Manager DATE: June 26, 2000 TO: Alfred E. Martin, Building Inspector...................................................Town of Barnstable ........................... Harold M. Siegel, Deputy Fire Chief .........Barnstable Fire Department' Tim Maynes, Construction Manager........................................ Trammel Crow Company Stan Hergott, Project Manager...........................................................Ryan Construction File SUBJECT: Site Observation Notes #002 A site visit was made to the referenced project on Wednesday, June 22, 2000 for the purpose of observing the general building construction progress to date. This observation will indicate items in progress on the date of the.site visit and will, where appropriate, clarify the status of any outstanding items from previous reports or meetings. Noted deviations from the construction documents are discussed with Al Goodwin, Field Superintendent for Ryan Construction, prior to leaving the site. General Observations Weather.• Sunny& clear with light ocean breeze Temp: Low 70's Appearance of site: The project site has been cordoned off with 6'high chain link construction fencing in the front and rear of the two buildings. The interior work areas and exterior dumpster area are well-maintained and demolished materials stockpiled. 02050 — (HOMEGOODs) DEMOLITION AND REMOVAL OF WORK 06/07.01 The primary electric power to the Homegoods building has been disconnected and made safe. The existing transformer has been removed and power,cut-off at the primary power pole. Interior panels and switchgear have been disconnected, but not yet removed from the building. 06/07.02 The primary sprinkler service has been shut-off at the building's primary service and made safe. CoRRECTiON 6121100—Primary sprinkler has not been shut-off. The General Contractor is exercising care during demolition of the two buildings. 06/07.03 Primary gas service to the building has been disconnected, meter removed, and made safe. 06/07.04 The existing ceiling tile has been removed and demolished. Removal of the ceiling grid is in progress this day. 06/07.05 The existing mezzanine, demising partitions, and plumbing fixtures have been demolished leaving the metal stair at the loading area and front of building offices and vestibule. 06/07.06 The existing display pegboard and wall paneling system has been removed exposing the existing GWB wall. PAWHyannis\Festival at Hyannis\99600\BUILDING\CA\reports\SiteObservationNotes002.doc Site Observation Notes #002 Homegoods Festival at Hyannis, Festival Mall Hyannis, MA June 26, 2000 06/07.07 The existing overhead door was observed for potential re-use as planned. The door appears to be in questionable condition requiring new weather stripping and door track. The door itself is showing moderate signs of nearing its life expectancy. A final decision whether or not to re-use the door is pending. 06/21.01 The entire existing entry canopy, face brick, and structure has been demolished and removed from the fagade exposing the existing smooth faced CMU. 06/21.02 The existing VCT the has been removed in entirety. The slab appears to be in good condition to receive the new floor finishes. _ 06/21.03 Demolition is in progress at the south end CMU wall. Measures are in progress to free the existing wall from the temporarily shored existing joists to prepare the wall for removal and demolition. 06/21.04 The existing pier at col's E.7 and 5 has been exposed. Architect's representative and G.C. reviewed existing condition to discuss the variance in the existing field condition from the "as- built" drawings for the original Center. 06/21.05 The existing overhead door has been demolished and will be removed. 06/21.06 The existing roof ballast has been removed for a distance of 10' from roof edge and temporarily stockpiled behind the existing Tenant"B" building. 02050 — (ADJACENT TENANTS)) DEMOLITION AND REMOVAL OF WORK. 06/07.08 The existing ceiling grid has been removed in the work area of the building demolition. A temporary metal stud partition with 8' high plywood sheathing has been installed in a line approximately 10' behind the line of the new exterior wall and storefront to provide added security. 06/07.09 The existing water service and meter have been relocated to a new location within the new bounds of Building V. 06/07.10 The existing canopy structure has been exposed, as well as the existing structure within Building `B'. 06/07.11 Two existing RTU's have been removed, gas lines disconnected and made safe in preparation for roof demolition. 06/21.07 The existing exterior wall within the demolition scope have been demolished and removed. 06/21.08 The existing slab within the demolition scope area has also been removed. Removal of existing foundation walls on west side is in progress. The temporary shoring is now exposed and existing structure appears to be stabilized. Page 2 r 5 Site Observation Notes #002 Homegoods { Festival at Hyannis, Festival Mail Hyannis, MA June 26, 2000 02220 — EXCAVATION, TRENCHING AND BACKFILLING 06/07.12 Openings have been cut in the existing concrete slab at Building 'B' in preparation for new footings and columns and for use with temporary bracing during the building demolition. The soil below the openings has been excavated to a depth consistent with the new footing depths. 06/07.13 The concrete removed has been stockpiled temporarily within the exposed area of demolition. 05000 — STRUCTURAL STEEL 06/07.14 Temporary bracing has been installed in the Homegoods building in preparation for removal of the existing CMU walls on the south end of the building. 06/07.15 Temporary bracing has been installed at the adjacent tenant building at column lines A6 between 8 and 9; at A7, A8, between 8 and 9. cc: Jerry Garner, Festival Companies; Sydni Roberson, Estate of James Campbell Page 3 MI IN il Z 1 J ra Z p:X �1J Fy hi 04 o Z z I M z C>•1 d i -I * " y.y o x• r '1 N Job: Festival at Hyannis Location: Hyannis, MA Date: June 21, 2000 Job No.: C99600.199.1.0099 - Observation # 2 CARTER & BURGESS, INC. 23 East Street, Caimbridee, Massachusetts 02141 - 1215 j f t t ZL � UP 1 = - 4 � �t �l,��.6 _•,� _• VIM IOU 91 �, t �� � • _� !x y 3 1 ra `&*� [�; - Fµc�' r7tT•1� T '- `r5,c3a`,�4-' .3g_. { �e.. ryE r;�"I4�? W ° ' ° ° i .:�. t•y TM aV Eh r/ S { rLx "gig, rbYJ ?+57,L rS��'•Y Y,Y*-� 'z`1„ �4 '� � .,{q,..,.,'. r.•w' ar` o ,`�a 'tom+^ �nj' �- �c � �'�i �,�, i: � �. o • •.c'' s .:q rye � �]'` E� xt I� I IM1 • rvI ,p f 4 yti r • V:� . o Firm ` + FE .� �+�r� r • � ���` "` /y,•'t� � mod✓ CO gq, C�:�l�Y�"".b:-zY a-5�, it`+ •r � S'''"°��' -�-' f 6�!"Y --,,.-�� J/ 1 I 3 IA , • °� Imo;!! �" • s��R�yr�I','hF} ... -ryarillWlWWW�-.'�. , : r i y • � � Tg NOr.�%� 'w All li �+ ,7w« a A a� it Fi4:;.i7Fdd'ii}4'<d6.iP'1} `y J _ , y•lu ..,5 i lk 0 u•e1 .,�'�E9R� g17P4 ' NZ r f v^Y 44 �r ice_ l µ� 10o�rrt� aNt" 74 n , IID • � k 7 a. � � so • if d�. �� kalP'" ._ mG . y . • I c��\�.Ymf'u,T'Y t �ui'�',� 'K�„,Y �6 f x :'r� 1 Yi''{{x� . • ® tcm �f R � +��._ are., i •�.& �k(,-''n? 4, uy ee e e A . III ee a 0 ° ell 11 II " ' Ie e s e ° � f� Oil k @.,la' �.w IIII WuOF Y�TI ^ O v, inn 6r6n a:X � z 0 a� xz � o x,n 0 �, } N 0 • r 0 . d tz r 0 o Job: Festival at Hyannis Location: Hyannis,MA Date: June 21, 2000 Job No.: C99600.199.1.0099 Observation #2 CARTER & BURGESS, INC. 23 East Street, 'Cambridge, Massachusetts 02141 - 1215 u' O r I 1r OO z° F ✓ O z _ z z O - - - n W •N Job: Festival at Hyannis Location: Hyannis; MA Date: June 2.1, 2000 Job No.: C99600.199.10099 - Observation #2 CARTER & BURGESS, INC. 23 East Steeeti'Cambridge. Massachusetts 02141 - 1215 O o o «, U a i1M N O ti� M x 0 ti. 0yy y x e x o Y o O 0 F _ l col 1 II N _ M z z 0 0; . r Job: Festival.at Hyannis Location: Hyannis, MA Date: June 21, 2000 Job No.: C99600.19961:0099 - Observation #2 CARTER & BURGESS, INC. 23 East Street, Cambridge, Massachdsetts 02141 - 1215 OT Cn �f . '�+ n ; r� 'CI 9 44 l '—' � .Vi C �rlQi r �a � •" �� a *: .b.. LL H a �i O z OM F _9 H f�if t r 1 O . v� cr i49 � J u ^ -fro 1pf 0-4 ► + F.+ O QQ d Job-: Festival°at Hyannis Location: Hyannis, MA Date: J tune 21, 2000 Job No.: C99600.199A.0099 - 'Observation # 2 CARTER & BURGESS, INC. 23 East Street, Cambridge, Massaeliiisetts 02141 - 1215 m r Carter - B ugess _ TRANSMITTAL To: Towr of Barnstable . Date: 06/14/00 Project# C99600.199.1.0099 Health, Safety& Environmental Services Attention: Alfred E. Martin, Building Inspector Building Division - Town Office Building Regarding: Site Observation# 1 367 Main Street Festival at Hyannis—Homegoods Store Hyannis, MA 02601 Festival Mall ®Attached ❑Under separate cover ❑Mail ❑UPS Ground ❑Overnight ®Second Day ❑Courier ❑Pick Up ❑Hand Delivery ❑Prints ❑Vellums ❑Specifications ❑Shop Drawing ❑Samples ❑ Bulletin ❑Copy of Document ❑Diskette ❑Other: Copies . Number Date Description (1) Site Observation#1 06/14/00 Site Observation#1 ® For Your Use ❑For Approval ❑ For Review&Comment ®As Requested By: TOWN OF BARNSTABLE FD ❑Approved as Submitted ❑Approved as Noted ❑Revise&Resubmit ❑Other: OtherBulletins Distribution Prints Vellums Addenda Stan Hergott (1) Mr. Martin: Ryan Construction Tim Maynes 1 Attached please find our field observation for the Trammell Crow O T referenced project, as part of the requirements for Harold M. Siegel construction control procedures in the Commonwealth of Barnstable Fire Dept. (1) T Massachusetts. Jerry Garner (1) Festival Companies T Please call me directly at(617)374-4422 with any File T comments or questions. David Michael Lieb If enclosures are not as noted, kindly notify us at once. From: Project Manager Carter&Burgess, Inc. 23 East Street Cambridge, Massachusetts 02141-1215 Telephone(617)225-0200 :: Fax(617)225-0216 i RYAN CONSTRUCTION, INC. LEMET OF TR"SMI7TAL 536 HIGH PLAIN ST. WALPOLE, MA 02081 Date: 10/30/,00 (508) 668-6788 FAX(508)668-2455 Job#: 2000 0 5 Attn.: Building Inspector Town of Barnstable RE: HomeGoods @The Festival Building Services 367 Main St. Hyannis MA 02601 WE ARE SENDING YOU: Shop Drawings Copy of Letter Samples Submittals Plans Other Change Orders Specifications Copies Date No. Description 1 ea. 10/17/00 1 Construction Control Affidavit-Structural 1 ea. 10/12/00 2 Construction Control Affidavit-Plumbing 1 ea. 10/18/00 3 Construction Control Affidavit-Electrical 1 ea. 10/18/00 4 Construction Control Affidavit Fire Protection THESE ARE TRANSMITTED as checked below: For approval Approved as submitted Resubmit copies for approval X For your use Approved as noted Submit copies for distribution As requested Return for corrections Return corrected prints For review and comment FOR BIDS DUE REMARKS: COPY TO: file 2000-05, Proj. Supt. SIGNED: If enclosures are not as noted,kindly notify the sender. �in*ro oject Manager 23 East Street a Cambridge, Massachusetts 02141-1256 Carter::Bu 'ge55 _ Phone: 617.225.0200 fax: 617.225.0216 LC www.c-b.com 720 CONSTRUCTION CONTROL PROJECT NUMBER C99600 PROJECT TITLE Festival at Hyannis PROJECT LOCATION Hyannis, MA NAME OF BUILDING Homegoods—Building B SCOPE OF PROJECT Additions & Renovations In accordance with Section 116.0 of the 6th Edition, Massachusetts State Building Code, I, Howell A. Gordy,A.I.A., Registration No. 8241 being a Registered 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 ❑ OTHER(Specify) For the above named project and that, to my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code and all acceptable architectural practices for the proposed project. I further certify that I, or my designated representative, have performed the necessary professional services and was present on the construction site on a regular and periodic basis to determine that the work was proceeding in accordance with the documents approved for the building permit and was responsible for the following as specified in section 116.2.2: 1.Review,for conformance to the design concept, shop drawings, samples and other submittals, which 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. Upon completion of the work, I herewith submit a final report, ith the project pu list attached hereto, as to the satisfactory completion and readiness of the prof ct or occupan&. 1g ature Subscribed and sworn�ito~bef&(e me this Day of iT lJ 20 la.. „n1i,•1 Notary Publici.,���`, t. My commission expires p State of. In the County of Carter& Burgess, Inc. Carter&Burgess Consultants, Inc. Nixon &Laird Architects/Engineers, P.C. Nixon &Laird Architects/Engineers, Inc. C&B Nevada, Inc. V� 23 East Street C//��a Cambridge, Massachusetts 02141-1256 arter.-Surg@SS Phone: 617.225.0200 Fax: 617.225.0216 www.c-b.com CONSTRUCTION CONTROL PROJECT NUMBER C99600 PROJECT TITLE Festival at Hyannis PROJECT LOCATION Hyannis, MA NAME OF BUILDING Homegoods Store— Building B SCOPE OF PROJECT Additions&Alterations In accordance with Section 116.0 of the 6th Edition, Massachusetts State Building Code, I, Jack A. Wood, P.E., Registration No.33752 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 ❑ OTHER (Specify) For the above named project and that, to my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code and all acceptable engineering practices for the proposed project. I further certify that I, or my designated representative, have performed the necessary professional services and was present on the construction site on a regular and periodic basis to determine that the work was proceeding in accordance with the documents approved for the building permit and was responsible for the following as specified in section 116.2.2: 1.Review,for conformance to the design concept, shop drawings, samples and other submittals, which 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. Upon completion of the work, I herewith submit a final report,with the project punch list a ched her o, as to the satisfactory completion and readiness of the pr ' ct f r occup cy. gnature Subscribed and yc.l -to 0--fore me this f Day of 0CJjU,1 20 DO Notary Public My commission expires Q('Q ml)IA oZy. UOC� State of C In the County of 1;do I p,as-c Carter& Burgess, Inc. Carter&Burgess Consultants, Inc. Nixon & Laird Architects/Engineers, P.C. Nixon &Laird Architects/Engineers, Inc. C&B Nevada, Inc. 23 East Street aQ Cambridge, Massachusetts 02141-1256 Cartern-Burgess Phone: 617.225.0200 Fax: 617.225.0216 www.c-b.com CONSTRUCTION CONTROL PROJECT NUMBER 99600 PROJECT TITLE The Festival at Hyannis PROJECT LOCATION Hyannis, MA NAME OF BUILDING Home Goods-Bldg B SCOPE OF PROJECT Additions & Renovations In accordance with Section 116.0 of the 6th Edition, Massachusetts State Building Code, I, Peter B. Mason, Registration No. 36810 being a Registered Professional Engineer/Architect, hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: ENTIRE PROJECT ❑ ARCHITECTURAL ❑ STRUCTURAL E) MECHANICAL ❑ FIRE PROTECTION ❑ ELECTRICAL p OTHER (Specify) Plumbing For the above named project and that, to my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code and all acceptable engineering practices for the proposed project. I further certify that I, or my designated representative, have performed the necessary professional services and was present on the construction site on a regular and periodic basis to determine that the work was proceeding in accordance with the documents approved for the building permit and was responsible for the following as specified in section 116.2.2: 1.Review,for conformance to the design concept, shop drawings, samples and other submittals which 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. Upon completion of the work, I herewith submit a final report, with the project punch list attached hereto, as to the satisfactory completion and readiness of the projeP�z up y Signature Subscribed anei,; worn t5,before me this �a Day of (('-�-r b 20 0() t , Notary Publ' ' \ � My commission expires IQ CQ al Qn ay / " State of,I y i(�G�t �tl (<-n In the Count of Carter &Burgess, Inc. Carter&Burgess Consultants, Inc. Nixon &Laird Architects/Engineers, P.C. Nixon &Laird Architects/Engineers, Inc. C&B Nevada, Inc. CONSTRUCTION CONTROL PROJECT NUMBER C99600 PROJECT TITLE Festival at Hyannis PROJECT LOCATION Hyannis, MA NAME OF BUILDING Homegoods Store, Building B SCOPE OF PROJECT Additions& Renovations In accordance with Section 116.0 of the 6th Edition, Massachusetts State Building Code, I, Edward F. Bauer, P.E., Registration No. 24383 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 OTHER(Specify) For the above named project and that, to my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code and all acceptable engineering practices for the proposed project. I further certify that I, or my designated representative, have performed the necessary professional services and was present on the construction site on a regular and periodic basis to determine that the work was proceeding in accordance with the documents approved for the building permit and was responsible for the following as specified in section 116.2.2: 1.Review,for conformance to the design concept, shop drawings, samples and other submittals, which 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. Upon completion of the work, I herewith submit a final report,with the project punch list attached hereto, as to the satisfactory completion and readiness of the project for occupancy. _ J Signature Subscribed ar'`dsworn to before me this '��� Day of 20 Notary Publij� 'l- My commission expires I, t.b-m a=rT Q� State of b1 aL6ctchU,av±.t-g In the County of (hj dd[,Q_,o p-x i_ I CNAIRIM cgovfti? •• IBUU300 GAW Consultants in Planning, Engineering, Architecture, Construction Management, and Related Services CONSTRUCTION CONTROL PROJECT NUMBER 99600 PROJECT TITLE The Festival at Hyannis PROJECT LOCATION Hyannis, MA NAME OF BUILDING Home Goods-Bldg B SCOPE OF PROJECT New Addition Only In accordance with Section 116.0 of the 6th Edition, Massachusetts State Building Code, I, Hyman Sandler, Registration No. 6882 being a Registered Professional Engineer, hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: f ENTIRE PROJECT ❑ ARCHITECTURAL ❑ STRUCTURAL ❑ MECHANICAL ® FIRE PROTECTION ® ELECTRICAL ❑ r OTHER(Specify) r For the above named project and that,to my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code and all acceptable engineering practices for the proposed project. I further certify that 1,or my designated representative, have performed the necessary professional services and was present on the construction site on a regular and periodic basis to determine that the work was proceeding in accordance with the documents approved for the building permit and was responsible for the following as specified in section 116.2.2: 1.Review,for conformance to the design concept, shop drawings, samples and other submittals which 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. Upon completion of the work, I herewith submit a final report,with the project punch list attached hereto, as to the satisfactory completion and readiness of the project for occupancy. s = SigKature ,{ a Subscribed and'swo h to before me this _ Day of 20 jZ_ Notary Public My commission expires CP M�/1 �q. aOC)LR State of Irl(,L�Ch(A_alj1_ In the County of C O d LyL x Carter&Burgess,Inc. 23 East Street Cambridge,Massachusetts 02141 (617)225-0200 Fax(617)225-0216 Masonry Prism Field Test Results BRIGS Briggs Engineering & Testing PROJECT:: .E 5 i✓�i A Division of PK Associates, Inc. PROJECT#: 2-c 47 DATE: �200 INSPECTOR: �� � C� ��� Location: -�j�paQLt S �h' B/ �1��/, 'i l� Pee L�� Number & type of specimen cast: . 3 — 12-,( I(6 (6MS Mason Contractor. Prepared by: /yA�O/✓S �� General Contractor: n Masonry Bric a'SCPPrisril _ `��°eoaa�.�����•metaera?m_ Brick lock Strength: A10 Brick/ oc Type: Mortar Type: S Mortar Strength: Grout Strength: Brick oc )Manufacturer: /J� ��Jl �n nN.,~ Nominal Brick/Block Size: /Z X Nominal-Prism Size:. _ __Hollow or Filled:_ Aozzah/.._ Test Results - Specimen Number Date Tested Age Load lbs. Area Sq. In. Strength (psi) A S - 0 00 OU -00 2 .- D O F'm required at 28-days Remarks: - L Technician: - Approved m.p.s.rev1,00 ..Masonry Prism Field Test Results Briggs Engineering & Testing PROJECT: p N d SRIOOS A Division of PK Associates, Inc. PROJECT#: DATE• S Z O [INSPECTOR: 1q EA Location: Number & type of specimen cast: ?j. - /Z >e x//6 Mason Contractor: Prepared by: General Contractor: pt I Masonry Bric rism loc Bric ock trength: Bric ktrocjOType: iwo Cbzc NA2.9 eloLAEe- Mortar Type: 5 Mortar Strength: Grout Strength: Brick/ loc Manufacturer: /✓Oi f&✓f,bcB Nominal Brick4(o Size: /Z F0 x0e, Nominal Prism Size: X /6 Hollow or Filled: E6 Test Results Specimen Number Date Tested Age Load lbs.) Area Sq. In. Strength (psi) ZA 5-3 0-00 o _6 L -oa W01 00 0 1916 Z /U F'm required at 28-days Remarks: Technician: Approved: m.p.s.rev 1,00 ` O C T 6 2000 I Concrete Cylinder Test Result CF-11 Briggs Engineering & Testing Project: o A Division of PK Associates, Inc. Project#: Zoeyl Date:1-2s-o�; Client: Cement Brand or Class: Approved Mix Design Location: Mix proportions y (by Wt ) 1 cubic yard .Mix I.D. : Amount I Cement lbs. ��j L✓ Ticket No.: \\s-2\ Batch Time: Fine Aggregate lbs. Strength Delivered: Coarse Aggregate lbs. Strength Required: 3�0 Water Gals. Set No.: Z Time of Test: &.s I Water Reducing oz. Truck No.: SS Load #.: Air Entraining oz. Number of C I.: tA C.A. Size: 3� Other oz. Slump _ Air Content .S- - ASTM C-143 J ASTM C-231/C-173 Field Unit Weight ' pcf { Target, : Concrete Temp.: Air Temp G ASTM C-138 - _.. _ _..._. �. . .-7 ASTM C-1064 —13 Remarks: Contractor and," producer are both responsible "'._3'.. ""' S.. 5 Concrete Source: c-c 5 Gals ' 20 for added water as per ASTM 7,0 of w er 25 General Contractor R a 5 added 30 C-94. Discharge time limit 6055 gp35 Storage Location: �a� ��� min. max. 90 min. or 300 revolutions. �4 Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Wei ht pef Unit Wei ht As Received: Pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested attest in. in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) 1 loo i 1- 4,1 � R A :f-11 r v1 ``.e ,00 ALL TESTS COMPLETES Approved: �'f,.'y;�_r (, ,, Concrete Cylinder Test Result CF-11 Briggs Engineering &Testing Project:�or, moods ga1CilL15 A Division of PK Associates, Inc. Project#:Z�y1 Date: ;3-7 -co Client: Cement Brand or Class: Approved Mix Design Location: A C ,,a Mix proportions y (by WO 1 cubic yard Mix I.D. Amount Cement lbs. Ticket No.: yjkoZ. Batch Time: !o Fine Aggregate lbs. a Stren th Delivered: 30r--0 Coarse Aggregate lbs. Strength Required: 3c o 0 Water Gals. Set No.: 1 Time of Test: 30 Water Reducing oz. Truck No.: SS Load #.: Z Air Entraining oz. Number of C I.: C.A. Size: 3Y14 30ther oz. Slump Air Content Lk.� �10 ` ASTM C-143 Lk ,fZ ASTM C-231/C-173 i Field Unit Weight pcf Target: Concrete Temp.: Air Temp.: ?ASTM C-138 ASTM C-1064 —ILkQ ;Remarks: Contractor and B whom re ared:producer are both responsible Concrete Source: C (E) -for added water as per ASTM General Contractor C-94. Discharge time limit Storage Location: dv`mot i-o min. max. 90 min. or 300 revolutions. 56 Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Wei ht As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test in. in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) 91 Gn 1 DA .S JqUo lqy. U to roonA nan "I A :f-11,rev1,00 ALL TESTS COMPLETED Approved: "' ` %�- ` '- OCT— O'-Oi-i FRI 12;'0I Fah BARid"TAB1,B.— IR1_DEPT, FAX NO. 5,08 3EK 8444 P, PO Box 94 ,a 3249 Main Stree: Barnstable MA 02634 Depattmwt Phone:(508)362-3312 Fax:(508)362-362-8444 `j OEM 00 f� To: Tom Perry _—P From: DC,Hal Siege}'` Fax: (508)79"230 Pages: 2 including cover Phone: (508)86 -4027 Date: 10-12-00 Re. CC- Al Goodwin Urgent ® For Kevlew Please Comment 0 Please Reply (7 Please Recycle „j r. 5 ?"E ao 1 'j a FROM ENOIRONMENTHL POOLS FHX NO. 978 256 6620 Oct. 12 2000 01:27PM P1 !".ify�`;'�, i!nyf IMCii;il'Ilffki (C'<'1Rf,Liti!t •,� Jai;,�,_ �FlIS�IYcl01�� J11f'k3 1• t�„�z .y trDi'aticll: 4If191v06 . r.a., �% !�Fe' Pr;�a!e 1olPoralio Mill�feYe tvPf}e[I)1� R1,!el IIF�d Road flN OI��)4 7-5 I . ,� ?CT-12-00 FRI 12;01 Pti, PARKS ABi-_.F 1RE_DE FAn 1I0, �00 ?�% $4�? P, 1 O M �14y d � etit TI r 3249 Main Street— P.f�. Box 94 { .�. gQ o lost 0 €tarw table, M assacl;lafsetts 0200 508-.)01-_3;l 2 FA~<: 508-62-8444 VVILt.!.AIA A. .K.1NES. M HAROLD M. SIEGEL October 12, 2000 T0111 Perry Barnstable Building Department 'town Ball Hyannis MA Mi.. Perry: I have witnessed the fire alarm test for the Home Goods store in Festival Plaza today and all devices operated appropriately. At this time 1 have no problem issuing a temporary occupancy permit to expire October 20, 2000. This should leave ample time for the direct BANA line to be installed and connected to Barnstable County Fire Control as required. They are currently tied into the panel at the vacant pet store for the fire alarm. If you have any questions regarding this,please contact me at the above address or telephone. 1 Respectful)/submitted, ; dn/ ' r r I Iarold IA. Sigel Deputy Qhx 6f 16q J � r -A c. - itarfern BurgessSITE OBSERVATION NOTES PROJECT: Homegoods PROJECT# C99600.199.1.0099 Festival at Hyannis, Festival Mall �J Hyannis, MA REPORTED BY: David Michael Zqjecr�nagt-,� DATE: August 7, 2000 TO: Alfred E. Martin Building Inspector............. ns ector........... • � 9 p •,••••: .. .:.......................Town of Barnstable Harold M. Siegel, Deputy Fire Chief ................ .................... Barnstable Fire Department Tim Maynes, Construction Manager....::.........:..................... . Trammel Crow Company Stan Hergott, Project Manager...........................................................Ryan Construction File , SUBJECT: Site Observation Notes #005 A site visit was made to the referenced project on Wednesday, August 2, 2000 for the purpose of observing the general building construction progress to date. This observation will indicate items in progress on the date of the site visit and will, where appropriate, clarify the status of any outstanding items from previous reports or meetings. Noted deviations from the construction documents are discussed with Al Goodwin, Field Superintendent for Ryan Construction, prior to leaving the site. General Observations Weather. Overcast Temp: Mid 70's Appearance of site: The project site has been cordoned off with 6'high chain link construction fencing in the front and rear of the two buildings. The interior work areas and exterior dumpster area are well-maintained and demolished materials stockpiled. 02050 — (HOMEGOODs) DEMOLITION AND REMOVAL OF WORK 06/07.01 The primary electric power to the Homegoods building has been disconnected and made safe. The existing transformer has been removed and power cut-off at the primary power pole. Interior panels and switchgear have been disconnected, but not yet removed from the building. 06/07.02 The primary sprinkler service has been shut-off at the building's primary service and made safe. CORRECTION 6121100—Primary sprinkler has not been shut-off. The General Contractor is exercising care during demolition of the two buildings. 06/07.03 Primary gas service to the building has been disconnected, meter removed, and made safe. 06/07.04 The existing ceiling tile has been removed and demolished. Removal of the ceiling grid is in progress this day. 06/07.05 The existing,mezzanine, demising partitions, and plumbing fixtures have been demolished leaving the metal stair at the loading area and front of building offices and vestibule. 06/07.06 The existing display.pegboard and wall paneling system has been removed exposing the existing GWB wall. PAMA'.HyannisTestival at Hyannis%99600\BUILDINGtC kreports\SiteObservationNotes005.doe I Site Observation Notes #004 Fiomegoods Festival at Hyannis, Festival Mall Hyannis, MA August 7, 2000 06/07.07 The existing overhead door was observed for potential re-use as planned. The door appears to be in questionable condition requiring new weather stripping and door track. The door itself is showing moderate signs of nearing its life expectancy. A final decision whether or not to re-use the door is pending. 06/21.01 The entire existing entry canopy, face brick, and structure has been demolished and removed from the fagade exposing the existing smooth faced CMU. 06/21.02 The existing VCT the has been removed in entirety. The slab appears to be in good condition to receive the new floor finishes. 06/21.03 Demolition is in progress at the south end CMU wall. Measures are in progress to free the existing wall from the temporarily shored existing joists to prepare the wall for removal and demolition. 06/21.04 The existing pier at col's E.7 and 5 has been exposed. Architect's representative and G.C. reviewed existing condition to discuss the variance in the existing field condition from the "as- built" drawings for the original Center. 06/21.05 The existing overhead door has been demolished and will be removed. 06/21.06 The existing roof ballast has been removed for a distance of 10' from roof edge and temporarily stockpiled behind the existing Tenant"B" building. 02050 — (ADJACENT TENANT`B') DEMOLITION AND REMOVAL OF WORK. 06/07.08 The existing ceiling grid has been removed in the work area of the building demolition. A temporary metal stud partition with 8' high plywood sheathing has been installed in a line approximately 10' behind the line of the new exterior wall and storefront to provide added security. 06/07.09 The existing water service and meter have been relocated to a new location within the new bounds of Building 'B'. 06/07.10 The existing canopy structure has been exposed, as well as the existing structure within Building 'B'. 06/07.11 Two existing RTU's have been removed, gas lines disconnected and made safe in preparation for roof demolition. 06/21.07 The existing exterior wall within the demolition scope have been demolished and removed. 06/21.08 The existing slab within the demolition scope area has also been removed. Removal of existing foundation walls on west side is in progress. The temporary shoring is now exposed and existing structure appears to be stabilized. Page 2 Site Observation Notes #004 Homegoods Festival at Hyannis, Festival Mall Hyannis, MA August 7, 2000 02220 — EXCAVATION, TRENCHING AND BACKFILLING 06/07.12 Openings have been cut in the existing concrete slab at Building `B' in preparation for new footings and columns and for use with temporary bracing during the building demolition. The soil below the openings has been excavated to a depth consistent with the new footing depths. 06/07.13 The concrete removed has been stockpiled temporarily within the exposed area of demolition. 07/05.01 Excavation has been performed for the new pier locations at Homegoods canopy. Column and column line locations have been marked with wood stakes. 07/05.02 Backfilling for Homegoods foundation is scheduled for this week. Foundation area under repair at new loading area is not to be backfilled until Architect/Engineer has reviewed the parging and repairs. 07/19.01 Backfilling has been completed at exterior face of Homegoods foundation wall. 07/19.02 Excavation and trenching are in progress this day for plumbing rough-in at Homegoods. 08/02.01 Backfilling has been completed for;all plumbing rough-in'and vent rough-in. 03300 — CAST-IN-PLACE CONCRETE 07/05.03 The entire perimeter footings and foundation wall at the Homegoods building have been poured. Work was supervised and tested by Briggs Testing — reports pending. The foundation wall at the new loading dock between columns A and 1, 1.3 has several areas where the concrete was not satisfactorily vibrated leaving an exposed "swiss cheese" condition at the foundation wall. The issue was discussed on-site with Richard Shields and Dick Mann of Ryan Construction. The Architect's Representative discussed the issue with the project's structural engineer. The Architect's Representative directed Ryan Construction to parge the problem areas in accordance with spec section 03300—3.9 repairing defective work, the work shall then be reviewed by Briggs; in addition, Architect/Engineer shall review digital pictures of repaired work prior to final backfilling. 07/05.04 Perimeter insulation'is.underway this day based on approved submittal received via fax on 6/30/00. 07/19.03 Foundations and footings have been poured at column line 5, for the new canopy columns at Homegoods. The foundation and footing at columns E.8 and 5 have not yet been poured pending additional�demolition work required at the existing retail strip. 07/1.9:04 Foundations at columns B+1.3, B+2, and B+3 have been poured this day. Architect's Representative observed forms and reinforcing prior to,pour. All appeared to be in conformance with drawings and specifications. Page 3 I Site Observation Notes #004 Homegoods Festival at Hyannis, Festival Mall Pyannis, MA rc August 7, 2000 04000 - MASONRY 08/02.02 CMU installation is approximately 2/3 complete at column line 1 (west wall of the addition). CMU installation is approximately 1/8 complete at column line 4 (east wall of the addition). Architect's representative has coordinated the location of one control joint 16" from corner of column line 4 and column line at the south end wall. The other control joints will be located at each column per previous direction. The perlite, block insulation, has been delivered, installation to commence on west wall prior to bond installation. Structural engineer directed mason that bond beam installation re-enforcing should terminate at control joints. 05000 — STRUCTURAL STEEL 06/07.14 Temporary bracing has been installed in the Homegoods building in preparation for removal of the existing CMU walls on the south end of the building. 06/07.15 Temporary bracing has been installed at the adjacent tenant building at column lines A6 between 8 and 9; at A7, A8, between 8 and 9. 07/05.05 Base plates and anchor bolts have been installed at columns A and 1.3; A and 2; A and 3. 07/19.05 Structural steel base plates have been set at columns EA and 5; D.3 and 5; C.5 and 5; B.7 and 5; B and 5; A and 3; A and 2; A and 1.3;C and 1.3; C and 2; and C and 3. The base plates at C and 1.3; C and 2; and C and 3 were sized to extend over existing CMU steel reinforcing bars. Holes were core drilled this day, new steel anchors set in epoxy grout and plates grout set. 08/02.03 Structural steel has been delivered and is on-site this day. Erection is to start this day. All material and decking is on-site this day. 08/02.04 Steel erection is in progress. 07200 — BUILDING INSULATION 07/19.06 Perimeter insulation installation is complete at Homegoods. *, 07/19.07 Perimeter insulation installation is complete at Building "B". cc: Jerry Garner, Festival Companies; Sydni Roberson, Estate of James Campbell` Page 4 iv d I � O ._r, IM O ka {WY e qq o m aI V] z a h = kh - G q y a1u °'d 01� Yr p 9 � r � � C/� " y � • �., _ - j�F Cr1 :Cn p ' 4 6 Q ��3i1 " 4_.. , w k ✓.0 f 6 .n j a O 1 :. ,,fit N • Job: Festival at Hyannis Location: Hyannis, MA Date: August 2, 2000 Job No.: C99600.199.1.0099 - Observation # 5 CARTER & BURGESS, INC. 23 East Street, Cambridge, Massachusetts 02141 - 1215 tn vtnr t - PC 34 14 i O } (EXTERIOR)CMU CONTROL JOINT AT EXISTING WALL ON EAST SIDE OF THE BUU DING. p 0 z e ati , a f � 1 k Y �. _• ,_ 4 1 I 8 .ice t 1� I; '�` V lk io 1 e,� PC as a, _. o eq 4.6 - � - -- — _ s -17 aw (EXTERIOR) NEW MASONRY WALL AT EAST SIDE(LOOKING FROM INSIDE h A N EXISTING HOMEGOODS BUILDING. _ d r ' - 1�1 y C� (EXTERIOR)PLUMBING ROUGH-IN AT HOMEGOODS.LEVELING PLATE FOR NEW COLUMN IN FOREGROUND,ADJACENT BUILDING`B' BEYOND. C zA x- 3, a - ¢ y r - x i O N V . (EXTERIOR) NEW COLUMNS INSTALLATION AT HOMEGOODS BUILDING. on A U N - - C _ O C� ON f � O� v� •� p 7. (EXTERIOR)STRUCTURAL STEEL ERECTION IN PROGRESS. a N O _ _--_ ram,► v _ � N _ sw (EXTERIOR) STRUCTURAL STEEL ERECTION IN PROGRESS. h A U N Daily Report Briggs Engineering &Testing PROJECT: HOME GOODS/HYANNIS gRi13 1 A Division of PK Associates, Inc. PROJECT#: INSPECTOR: Earl Moul EMP.#: 992 REPORT#: DATE: 7/10/00 CODE: S26 ARR. TIME: 11:00 am JOB HRS.: 4 T.T.: MILEAGE: TEMP.: H 90F L WIND: H L L X HUMID.: H X SUNNY NO. OF PAGES TO THIS REPORT: 2 NO. OF BACKUP PAGES TO THIS REPORT: 1 I reported to the above mentioned project site to perform the scheduled soil compaction inspection. VISUAL SOILS, MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1. Nine compaction tests were performed today. Please see the attached report for detailed locations. All tests met the minimum requirements. 2. The superintendent was informed of all results and findings. *Please-see the attached reports for results and further details: Technician: Earl Moul Approved Soils Compaction Report Briggs Engineering &Testing PROJECT: O E G o s WL4 AA) A Division of PK Associates, Inc. PROJECT#: INSPECTOR: EMP.#: 9 REPORT#: DATE: _ a ,o o CODE: 3. PAGE ,� OF TEMP.: H q 6 L WIND: H (-P HUMID.: ( V L N CLOUDY Maximum Dry Density: Optimum Moisture Content: L. L 7, Method of Testing ( Check One) : Sand Cone Nuclear Densometer Test Location Estimated Elevation Test Results Req. Min. Moisture Optimum sJB No. Area Tested %Comp. % Comp. Content Moisture% I aaa iw ry r ,u F_ S r 1 �1 :;L 6-7. 1.2 iNp tia 3 i i iD� 00,0 3•� Tests not meeting requirements: Who notified: D,t L $ u Recommendations: % j, k-XCA j1A I aK 5 O Q r0r- yrn I A) ,r C, �F S v u ' Spa EA S btV 6 (5 F- WET P0 LVS c� r OP �R jnlc �, o�c r»AIC?,iF) W�d�l--Cvril fig c1 . In ('nAim%RL Technician Approved: Daily Report BI'I noS En�ineerinQ & Testing PROJECT: HOME GOODS/HYANNIS BRIGGS s� A Division of PK Associates, Inc. PROJECT#: D INSPECTOR: Gene Greenan EM P.#: 462 REPORT#: DATE: 6/3 0/0 0 CODE: C26 ARR.TIME: 7:00 am JOB HRS.: 6 T.T.: MILEAGE: TEMP.: H X L WIND: H L X HUMID.: H L X SUNNY NO.OF PAGES TO THIS REPORT: 3 NO.OF BACKUP PAGES TO THIS REPORT: 2 I reported to the above mentioned project site to perform the scheduled concrete placement inspection. VISUAL SOILS, MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1 . A concrete placement was performed today for the entire foundation wall of the new addition. 2. The superintendent was informed of all results and findings. REINFORCING STEEL AND CONCRETE INSPECTION: Contractor placed 68 cubic yards of 3000 PSI concrete today in which one set of four cylinders were fabricated and stored near the placement. 2. A reinforcing steel inspection was performed today. `Please see the attached reports for results and further details. Technician: Gene Greenan Approved ��� � CONCRETE PLACEMENT INSPECTION G� Briggs Engineering & Testing PROJECT:0"c7sR A Division of PK Associates, Inc. PROJECT#: GCOV INSPECTOR: C G2 2e 7 4 ,� PAGE OF DATE: `3 0 a CO2gir C26 TEM .. H L WIND.: H L HUMID.: H L SUNNY CLOUDY Con a Source: G neral Contractor: p�.� Storage Location: S+TE Curin Box: t4 c3 Other: Inspection completed as per ACI-301 -And Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather ✓ Steel arrangement Temp. Steen clearance Forms for general requirements. ✓ Steel cleanliness Grade preparation / Steel supports Placement: Concrete placed within ilimits of ASTM C-94 and Contract Documents. Non-compliance items are either- corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits ASTM C-94 imits Time Limits ✓ 1-1/2 hrs. max. Temperature 50-90° F Slump �- 3- 57 Mixing 70-300 Rev. Air content —� Lt (0- % Density ± 3 p.c.f. 6 N p �To L% Location: �r+-t , 2€ '7-a�a¢+;1 e., �ii�L � �et�Z2� Remarks: ��' - �- Pd`l 1) �r {�j.,..;�t �' i` E 4� i �/ 7G iPL,; X_ "D �(J P c •-� rT,D �1 5 Method of placement: Chute V Pump Other Load Arr. Truck No. o Mix Conc. Slump Air Air Conc. Conc. CA. Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight min. Deliv. Required water cf -5�0 � r- r- 4_9 2 q 2 6 (f�6 1( o 5 OoC-i 4 ` SS s � �0 C3 6 --- 7 8 9 10 c.p ,.i.revl 00 Approved. } i Concrete Reinforcing Steel Report Zoash Briggs Engineering & Testing PROJECT: BRIOOS A Division of PK Associates, Inc. PROJECT#: INSPECTOR: EMP.#: i92 REPORT#: DATE: e 3 0 CODE: PAGE OF TEMP.: LH L WIND: H L HUMID.: H L UNNY CLOUDY Reinforcing steel was inspected for arrangement, cleanliness and checked against working drawings and reference specifications of ACI-301 for the following items. Check marks indicate compliance. All items in non-compliance are either corrected during inspection or noted below. Inspection of mechanical connections such as "Caldwell" or "Stricon" are reported separately when performed. Size and location: Clearance to forms: Grade Strength: Extra bars at openings: Splice Lapping: Adequate ties: c� Spacing: f Concrete coverage: ✓ Supports: Stirrup spacing: t/ Location and Drawing #: Y'Z- Remarks: LJ ti4-'T► c. AA n Technician Approved ��;� ✓i,lt- >'�i'� c.r.s.i.revl,00 •4 i EV�:{.. t1X M'ty�1 may. Qe - Daily Report Briggs Engineering &Testing PROJECT: HOME GOODS/HYANNIS A Division of PK Associates, Inc. PROJECTM 20647 INSPECTOR: Ken Oliver EMP.#: 209 REPORT#: DATE: 7/7/00 CODE: C26 and S26 ARR.TIME: 8:00 am JOB HRS.: 8 T.T.: MILEAGE: F P.:' H 80F L WIND: H L L X HUMID.: H X SUNNY OF PAGES TO THIS REPORT: 2 NO. OF BACKUP PAGES TO THIS REPORT: 1 I reported to the above mentioned project site to perform the scheduled soil compaction inspection. VISUAL SOILS, MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1. I continued my inspection of backfilling procedures at the rear and left foundation wall (inside the building footprint) from 7/6/00. 2. Site material was once again used. Material was placed in 12" lifts, wet and compacted by making multiple passes with a large plate compactor. 3. All tests passed the required 95% compaction rate. Dick Mann of Ryan Construction was informed of all test results. 4. The stockpile of site material is just about gone. They will need to start bringing in material from off site. *Please see the attached reports for results and further details. Technician: Ken Oliver Approved f1 - w t' Soils Compaction Report■` PROJECT: BR���s Briggs Engineering & Testing �/•✓ � A Division of PK Associates, Inc. PROJECT#: P7-p G NO-01 INSPECTOR: EMP.#: / REPORT#: DATE: 7 Op CODE: PAGE OF Z_ TEMP.: H L 'F WIND: H HUMID.: (g) L N CLOUDY Maximum Dry Density: �2�• Optimum Moisture Content: 7 �� o Method of Testing ( Check One) : Sand Cone Nuclear Densometer Test Location Estimated Elevation Test Results Req. Min. Moisture Optimum No. Area Tested ��n T. % Comp. % CO; Content % Moisture % ir z �,w 2 9S': I5� el�f/Ce., .� i N a / 7 4 A ,3 L/.,.,_ XT Tests not 'meeting requirements: ONC Who notified: P•rn/ L' A•✓ Recommendations: Remarks: L✓E f' M.• 'L jt c jul .�So�. .� 7'l t^y Gv%// i✓t LI r Ri.✓ �.✓ ,i G. o Technician: Approved: s.c.r.rev1,00 Cover Sheet BR�O�s Briggs Engineering_ & Testing Project: A Division of PK Associates, Inc. lu Pro ect#• D 6 LY f7 Inspector: Emp.#: Report#: Date: Code: Arr. Time: Job Hrs. T.T.: Mileage: " Temp.: Wind: lHumidity: No. of Pages to this Report: No. of Back Up Pages to this Report: As requested, I reported to the above noted project to conduct the scheduled inspection of Structura`I .Steel framing on this building. After meeting with the project foreman and reviewing the related Structural.Drawings and Details, the following; tests and inspections, were performed. 1'YPE OF INSPECTION FRAME LEVEL COMMENTS iI urED CONN. WELDED CONN. NIE"I AL, DECK'. SHEAR STUD, FIREPROOFING NDE 'TESTING Please refer to the attached back-up sheets for detailed locations and results of inspections performed on this date. In addition to project specifications,`testing and inspections of Structural Steel %t ere conducted in accordance with the following codes. CNIR 780 hth Edition, A.I.S.C.. AWS D1.1-98 and the Steel Joist Institute requirements and criteria. Inspection of Spraved-on Fire Proofing was performed in accordance with j)i'O.ject specific o a E-605 & E-736 requirements and "~criteria. Inspector Date: Approved: . f. • . , f • • NT ■ � �'' ���� t� � 1 �- •ter �� a►� � .i � t y ��c • ► - iAm, FFF Pro Technk�onls Arrival rwm Approved Sy-. i I i i 0 INA Z METAL DECK INSPECTION REPORT BRIGOS Briggs Engincerin�s Testing PROJECT: -�� A Division of PK Associates, Inc. PROJECT# 0 6 INSPECTOR: , JOB LOCATION: DATE: EM P.#: REPO T#: ACCEPTANCE CRITERIA: DECK TYPE: ASTM#(S): GAUGE COLUMN CLOSURES,END CLOSURES: It WELDER OUALI (CATION: MINIMUM OVERLAP OF SHEETS: SCREWED V`Stirs TYPE OF INS WELD SIZE: CRIMPED 100°o INSP. SPOT INSP. � WELDED WELD SPACING: END INTERMEDIATE TYPE OF ELECTRODE: DECK ALIGNMENT: LOCATION OF DECKING ELEVATION: ACCEPTANCE COMMENTS IF REJECTABLE COLUMN LINE TO COLUMN LINE: fiFf --- 6�h I t.-z' x 1 M 'S I I ITECHNICIAN: DATE: APPROVED: UAL WELD INSPECTION BR���s Briggs Engineering & Testing PROJECT: &I VIA c-, A Division of PK Associates, Inc. PROJECT#: vl 06 t f 7 INSPECTOR: EMP.#: REPORT#: DATE: ^JZ2 CODE: ARR.TIME: JOB HRS.: T.T.: MILEAGE: TEMP.: H L WIND: H L HUMID.: H L SUNNY CLOUDY Weld Type: Weldinq Specification. Weld inspection-Specification: Weld Acceptance Criteria: Conformity to drawing requirements: Size: Contour: Amount of weld: Laminations: L Edge preparation correct: C77 1 Root Openings Correct: Welder Qualification Evident: , c� Weld Appearances Surface roughness: :Q LJ Weld spatter: cO ok- AA �{ Unfilled craters: Pock marks: Overlaps: Cracks: Mishandling from center punch: Excessive grinding: Undercut: Other: Weld Sketch p Ott, ./wad Remarks S Technician: Approved- VISUAL WELD INSPECTION BQ���s Briggs Engineering & Testing PROJECT: 'k-20V A Division of PK Associates, Inc. PROJECT#: INSPECTOR: EMP.#: REPORT#: r DATE: CODE: ARR.TIME: JOB HRS.: T.T.: MILEAGE: TEMP.: H L WIND: H .. L HUMID.: H L SUNNY CLOUDY Weld Type: Welding Specification: Weld inspection Specification: Weld Acceptance Criteria: Conformity to drawino, reguirements• �. Size: c5 nM (o I;t)- Contour: S Amount of weld: Laminations: Edge preparation correct: Root Openings Correct: Welder Qualification Evident: f,\Q — Weld Appearance Surface roughness: Weld spatter: Unfilled craters: Pock marks: Overlaps: Cracks: Mishandling from center punch: Excessive grinding: Undercut: Other: Weld Sketch I Jo . L"t' °` e- weld vjc7,rs Remarks Technician: Approved: C' Daily Report ZiLs Briggs Engineering & Testing PROJECT: ;�-HOME GOODS/HYANNIS GRIGGS --_ A Division of PK Associates, Inc., PROJECT#: 20647 NZY INSPECTOR: Don Concheri EMPX: 326 REPORT#: DATE: 7/1 4/0 0 CODE: S26 ARR.TIME: 8:00 am JOB HRS.: 8 T.T.: MILEAGE: TEMP.: H X L WIND: H L X HUMID.: H X L SUNNY NO.OF PAGES TO THIS REPORT: 2 NO.OF BACKUP PAGES TO THIS REPORT: 1 I reported to the above mentioned project site to perform the scheduled soil compaction inspection. VISUAL SOILS, MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1 . Thirty compaction tests were performed today. All tests met the minimum requirements. Please see the attached report for detailed locations. 2. The superintendent was informed of all results and findings. f *Please see the attached report(s) for further details. Technician: Don Concheri Approved GO v f Soils Compaction Report F�tiR10©S Briggs Engineering & Testing PROJECT: � ( S A Division of PK Associates, Inc. PROJECT#: aD6 INSPECTOR: EMP.#: REPORT#: DATE: r7 (q-UO CODE: PAGE OF TEMP.: H L WIND: H HUMID.: H L SUN CLOUDY Maximum Dry Density: � Optimum Moisture Content: Method of Testing ( Check One) : Sand Cone Nuclear Densometer Test Location Estimated Elevation Test Results Req. Min. Moisture Optimum No. Area Tested % Comp. %f Comp. Content % Moisture % � �/i;, aci ) ait I c4n b-0 3 3 12. 1 ���,2 5- 7 wnno r t . 5X30 C - - Ct� 2 �4 ea 13 aj iILf �5 I-P '� -�' � .2, ni 1 ll �t . r7 -0-e,3 q,U Tests not meeting requirements: kjmg Who notified: ` Recommendations: Remarks: Technician: Approved: sx.r.rev1,00 I Solis Compaction Report 15ZX BRIGGS PROJ Briggs Engineering & Testing �T� `fin A Division of PK Associates, Inc. PROJECT#: a �6 WSPECTOR: Dr-WAU) g Com.c EMP.#: REPORTS: DATE: — z4 -� CODE ARR.TIME JOB HRS.: T.T.: MILEAGE TEMP.: H L WIND: L' HUMID.: C H L UNN CLOUDY Maximum Dry Density: 4 . Optimum Moisture Content: Method of Testing ( Check One) : Sand Cone Nuclear Densometer Tesl Location Estimated Elevation Test Results Req. Min. Moisture Optimum No. Area Tested %Com . % COMP. Content °/ Moisture % I� P1 1 g re2.�y' 2r✓ 'i 11 _i -3`0 9ro it t1 11 2- 7 1i IthC4 , Tests not meeting requirements: �oti\C Who notified: �Z Recommendations: Remarks: a r Technician: Approved ;' 4,, e, Daily Report PROJECT: Briggs Engineering &Testing f HOME-GOODS/HYANNIS �_ A Division of PK Associates, Inc. PROJECT#: 20647 N'— INSPECTOR: Ken Oliver EMP.#: 203 REPORT#: DATE: 7/6/00 CODE: C26 and S26 ARR.TIME: 9:30 am JOB HRS.: 8 T.T.: MILEAGE: TEMP.: H 85F L WIND: H L L X HUMID.: H X SUNNY NO. OF PAGES TO THIS REPORT: 3 NO. OF BACKUP PAGES TO THIS REPORT: 2 I reported to the above mentioned project site to perform the scheduled concrete placement and soil compaction inspections. VISUAL SOILS, MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1. A concrete placement inspection was performed today for footings at A7 line, column line 6 to 8.8 at existing building and footings at piers, 5 line, B to E1. 2. 1 inspected the backfilling of the foundation wall inside the building at the rear and left walls. Site material was used as it had been approved as structural fill. Material was placed in 10" to 12" lifts. Material was spread, wet and compacted by making multiple passes with a large "walk behind" plate compactor. 3. All tests passed the required 95% compaction rate. Dick Mann of Ryan Construction was informed of all results. REINFORCING STEEL AND CONCRETE INSPECTION* 1. Contractor placed 18 cubic yards of 3000 PSI concrete today in which one set of four cylinders were fabricated and stored next to the dumpster. *Please see the attached reports for results and further details. 44 Technician: Ken Oliver Approvedl h CONCRETE PLACEMENT INSPECTION /Max Briggs Engineering & Testing PROJECT. /ran,E cwc�S A, Aw.✓,.r BRIOOS A Division of PK Associates, Inc. PROJECT#: �C INSPECTOR: for �f�✓Fie PAGE OF DATE: 7 &A V CODE: C26 TEMP.: H L ° g57° WIND.: H HUMID.: L 609W CLOUDY Concrete Source: , General Contractor: ..„/ Stora a Location: Cu n Box: Other: a/B /6 Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather Steel arrangement Temp. ✓ Steel clearance Forms for general requirements. Steel cleanliness Grade preparation �/ Steel supports Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits ASTM C-94 Limits Time Limits ✓ 1-1/2 hrs. max. Temperature 50-90° F Slump " - Mixing 70-300 Rev. Air content - % Density ± 3 p.c.f. Location: ,-oo h yr .0'7 emvc �: d'. o �X.1f•:,�T /31,vr. �Tbo�i•�c O /�iE S Li•vE t� E/ . Remarks: Method of placement: Chute_ C Pump Other Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight min. /• Deliv. Required water cf Z: 1 / &S �O 1,wo, 7S0 -1 0" 100p aoo y 2 /:O° B 7 ' ' all 3000 3 o o v Jz D 3 4 5 6 7 8 9 10 V c.p.i.rev1,00 Approved �. ��i�- A Soils Compaction Report IV �� �� PROJECT: BRIOOS Briggs Engineering & Testing •nr- Gevdf ..�/N NZ-25if A Division of PK Associates, Inc. PROJECT#: a?a G '1 INSPECTOR: e Q/ivL� EMP.#: Ao `I REPORT#: DATE: 7 . oo CODE: PAGE Z OF 2 TEMP.: H L °` WIND: H (P HUMID.: L NNY CLOUDY Maximum Dry Density: Z/- 0 Optimum Moisture Content: 7. a Method of Testing ( Check One) : Sand Cone Nuclear Densometer Test Location Estimated Elevation Test Results Req. Min. Moisture Optimum No. Area Tested mow., % Comp. % Comp. Content % Moisture % C�t/� /aua�.r n•�/ d t T a� e °o , A / L•Afe Ls,/E —belt i yty 46c •8' = 97. 0 Lam.. fa L42 Lq - S -S 67 Tests not meeting re uirements: /V4�`�E Who notified: .rr/cy Recommendations: < 2WA2/1 4,x Remarks: C/ 4i�S G/E� c •►!fit !/ ��✓ �' is Technician: Approved: s.c.r.rev1,00 t r Ilk Daily Report y Briggs Engineering &Testing PROJECT: HOME GOODS/HYANNIS A Division of PK Associates, Inc. PROJECT#: 20647 INSPECTOR: Ken Oliver EMP.#: 209 REPORT#: DATE: 7/7/00 CODE: C26 ARR. TIME: JOB HRS.: T.T.: MILEAGE: TEMP.: H 80F L WIND: H L L X HUMID.: H X SUNNY NO. OF PAGES TO THIS REPORT: 2 NO. OF BACKUP PAGES TO THIS REPORT: 1 I reported to the above mentioned project site to perform the scheduled concrete placement inspection. VISUAL SOILS,.MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1. A concrete placement inspection was performed today for the wall at A7, column line 6 - 8.8 at existing building and piers at 5 line including B, 6.7 and 6.5. 2. The superintendent was informed of all results and findings. REINFORCING STEEL AND CONCRETE INSPECTION 1. Contractor placed 29 cubic yards of 3000 PSI concrete today in which one set of four cylinders were fabricated and stored next to the dumpster. *Please see the attached reports for results and further details. Technician: Ken Oliver Approved f> :i. :'i�t C�✓"iiJ� !+ CONCRETE PLACEMENT INSPECTION ZAL\116 Briggs Engineering & Testing PROJECT: F d� ENRIOOS A Division of PK Associates, Inc. PROJECT#: o2oG S/;7 �L INSPECTOR: DI vr� PAGE / OF Z DATE: 1CODE: C26 TEMP.: H L ' WIND. H HUMID.: <W L tggpff CLOUDY Concrete Source: General Contractor: ,•a/ �..i.i' Storage Location: Cbring-Box: Other: Alexi Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance-are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: / Weather ✓ Steel arrangement L/ Temp. Steel clearance Forms for general requirements. _� Steel cleanliness Grade preparation Steel supports Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits ASTM C-94 Limits Time Limits / 1-1/2 hrs. max. Temperature ✓ 50-90° F Slump _� - Mixing ✓ 70-300 Rev. Air content - % Density ± 3 p.c.f. Location: ,°// D A,7 6-c G o Remarks: Method of placement: Chute e- Pump Other Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight min. Deliv. Required water cf 1 � SS O vlMr..d -710 v° 0" A00 0•0JAV � � s 2 Z 77' 80• J060 J0,00 .� 3 .'/S 000 a00 ,d t/ /o 4 5 6 7 8 g 4 A 10 c.p.i.revl,00 �r Concrete Cylinder Test Result CF-11 Briggs Engineering & Testing Project: /�a•��eds .tivvi,I BRIOOS A Division of PK Associates, Inc. Project#: ,ice,g!7 Date: 7 7LP Client: Cement Brand or Class: Approved Mix Design Location: Mix proportions 6eif�.vs (by Wt ) 1 cubic yard -1 Lo S L e Mix I.D. Amount - S- Cement lbs. Ticket No.: /079 6 Batch Time: P ZV Fine Aggregate lbs. Stren th Delivered: ,7000 Coarse Aggregate lbs. Strength Required: �000 Water Gals. Set No.: Time of Test: 2:oo Water Reducing oz. Truck No.: G 2 Load Air Entraining oz. Number of C I.: C.A. Size: 3 5/ Other oz. Slump Air Content ASTM C-143 4P ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: 72 e Air Temp.: o ASTM C-138 ASTM C-1064 Remarks: Contractor and By whom prepared: /r &021 producer are both responsible S 101 Concrete Source: Co /c- , 5 Gals. 20 for added water as per ASTM 70 of water ZS General Contractor '0.4 S added 30 C-94. Discharge time limit 60 �3S Storage Location:A/e er'7o�,yryS.� min. max. 55 90 min. or 300 revolutions. 90A Curing Box: ,vi Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Wei ht As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test in. in.) (sq.. in. cf LBS. Strength PSI ASTM C-39 7 iy ao . 28.a NON. 5 /35 /9ao ,6 CIO. `7 7� 0 11 0.5 79000 C� cf-1 1 ,rev1,00 Approved: AUG-08-00 04 :20 PM CAPECODREADYMIX 5087710422 P. 02 0j Cape Cod Readymlx Concrete Inc . PO. Box 399, 300 Cranberry Hwy, 508-255-4600 Orleans, Massachusetts 02653`— Fax:T -0422 _...�..— I RYAN CONSTRUCTION SNIP TO - - -- i 536 HIGH PLAIN ST HYANNIS WALPOLE MA 02081 - HOMEGOODS - FESTIVAL PLAZA, OFF RTE 132 4" SLUMP MAX - INSPECTORS ,II I I I 13:24 - 29. 00 62 I 7/07/00 1 04 1 10. 00 4. 00 0796 �?••.t• t•wlrrnrr �lfIN1 D EYES xs (OaE 6rdwOrDF�NFIM v)p•WAOF LW Ere• et"Wata/Ia DarAn,K,tal to - -6 1 — ■��APW ro-''+"• ow CLa•nr.rlr nn.•,at a+•mrr.n OE ftTA UnFI H O C �NoFnlMea M(Iiiiie.MEl M aar o_�f�rael'�Oc�}�r w aamn\. +" an w i.,~To N rAeF b 3 Y It+ gY Aa4•Fpa MAY. u +p..rrw.rwr•r / 'AddodB Vuaa!/MItAoFhW C014mFiisAP -. 7,!rrd40ElaE WiMa\.'�@.aftAur M'-....,,•w,,,o, N a��nq W pr 00 .� nn/•.y•n.au•,n•w•w r M•w GAL X_ i �•�ffssuww�.��..,� ��41K'RA1fLNfY s'-SIL��.C11,4' Minw�.r+erw.tin.r"ryyrnr.n waemsmen°r r TM"•_wr.�.w-7'i. ,fD tft4 1`•1t1CR1nfC11 OR C!11NNaL w,•ww¢•..h.•., rG "•nElenvr.Nwb..,, I 1lIOYftad ;+ `;�.+. t. ,dUW,1tL'; 'atir•�.. ,..r....r•.•ar•n:or•u•r•I^Irem SrrgO.Obr nvy.na..q j i M'rnll•war j:w. j., R af•eMat,'= \�}�^.•0r ;t. a".'.w..<we..«c.nr�'•rrw..•M°r.�unmwy..Lr...... _ 1 _`-^t ` .`��'Ir^^!9 'N°'Pw b ,y„ • .+r,..l«rr..M rcroi rau �oCatiwrtiaot • : c fir.,, n«o •na•n.m.n.nm.,,.•q M .nrra FRANC I S pF 1�p\q pr :y; A..: .r n.•ur nae nuu Ih• .•nmaon•, ouhnr•N••I.* r,rrMr.�� .f ra � .rwrn••.•uon,m•unepupn•a, ul,w h.w•w,wr I {NQT •A_.• Mrwwy i,y Rom,01 IM.7 rUHt•r.l MII r n•r br�•na nOIE • I A t� , 'ry .� ;"'-.!.. `r•"�•M Ma+m.nw.uw•n n..y ynv;"r0.rry rnn,n+Y w r • • ' E.OAv.41ata}�,� �(���1y�� ',� � •y��:�-.��.� far TN wwrr .1 / ,� 10. 000Y 30DY - �- 3000 3/4 DESIGN CONCRETE TURNED TO PLAh7 I - LEFT JO8 FINISH UNLOADING MIXER WAITING rIM—E TIME ALLOWED LEFT PLANT ARnIVED JOB TIME ON J013 _MINUTES START UNLOA G _..__..—.— fr/ER TIME _—._MINU I ES TIME DIIF--- )TAL HOUND TRIP TOTAL AT JQR RATE OF X; _ PER MINUTE ADDITIONAL CHARGE 1 UNLOADING TIME -5.---- — DELAY TIME ADDITIONAL CHARGE 1_ OVERTIME I;HARGE — - • • nil OVER TIME MINUTES i ADDITIONAL CHARGE I RATE OF X S PER MINUTF i 'TOTAL ROUND TRIP I TOTAL AT JOB UNLOADING TIME g — DELAY TIME ADDITIONAL CHAAOE Y OVERTIME Cl1ARGE .. F I► AUG-08-00 04 :22 PM CAPECODREADYMIX 5087710422 P. 01 M r - Cape Cod Readymix Concrete Inc. P.O. Box 399, 300 Cranberry _Hwy, 508 255-4600 Orleans, Massachusetts 02653 Fax: 508-771-0422 SOLDTO: - _._....._..._..... _._. SHIP TO: — __-.__. .__ _—_—•_-- RYAN CQNSTRUCTION HYANNIS - HOMEGOODS - FESTIVAL 536 HIGH PLAIN ST PLAZA, OFF RTE 132 WALPOLE MA 02081 4" SLUMP MAX - INSPECT i ORS I 14:42 29. 00 88 04 7/07/00 3 _. _ - 4.�� 1Oe00 29. 00 --1 111Y f1A1JAQE OELrAiE Excessive water is Detrimental to Concrete Performance (TO eecpritotrortivrmlpElEM,iprwkibEr__tatyEwct .H2O Added ByRaquetal/Authorized8y C _ • DFv Cue0nw 11M reNNMlM1btnMr'n lwu....q Mb 11EI FA.9f i. J ya1 IN 1m.t Ow ii N d the op4Nvi nee the•rte eM -v"or nv, aw d f erAsd' vu my pdeadyy Ze e.m.oA M I n..m;...A.df...,I-- QAL X YM1fert Itylf�!<y/}I y, t wnd•"ty r M.Mrw.n1n"tell-.n mi.MAd�...,.rn„e.we a u i. 8 !;!•RO alr cull to IMb Ym,N entry«w aet w e...-tv M we«1n a•en (-.'Ay-; ale W—4 re,-sIo qW Y .a 6-rhN nGUA:.E.Mbrrq nen red �"�^^�'�N1 �. MY two.Iran pq.r.4,nn.il,lnry hn,.m....w+u,may n:an m tiIM1.elemllee ennh..d�....t,Ir•p A.ls.DuIJlny..ene-et.ei *6-e"t. 1..e.:11the M4—,a.l .,,,...,,,.A,m FRANCIS .IAn ev..wtp m.,n...nve-m Irani.-.1-"N""ven"M en that he«Id not utter the pid.nc•i si,r.ur,,a.AJmuon Al te.a........ Ihs unn..niy,i.n eyeo.to Indmm�lly and h4A • , M1ArmMU P•dew..or thle Uq;M1 and We f"pnOq hr•ny M!1 en e e • dem.p•b thn prem:.Ae mLL,n a Ar{feGe.n prpper ry«nyh mAY De a. 1 by u�p.n In.«.,vn•n.,,Id�Mirnrydlnh CMr i e • i• A _ x__ 9. 000V 30DY 3000 3/4 DESIGN CONCRETE i i i RETURNED TO PLANT, EFT JOB FINISH UNLOADING MIXER WAITING T IMC -'T-- .._. -- _..__._. —_ -----._..._._._........... . TIMF.ALLOWED { -- TIME ON JOB-- -.-. MINU 1 ES — ---- --- LEFT PLANT AF.RIVED JOB START UNLOADING - - -- ----------.....---L I TIME DUE OVER TIME_-_-.-.......-MINUTES - — - -' RATE OF x¢ pFtl MINUTE ADDITIONAL CHARGE 1 TOTAL ROUND TRIP TO FAL AT JOB UNLOADING TIME ---- -- DELAY TIME ADDITIONAL CHARGE 2 _._. OVFRIIME CHARGE Concrete Cylinder Test Result CF-11 Briggs Engineering & Testing Project:[" Ayr ��•- BR10©S� A Division of PK Associates, Inc. Project#: a a6,V7 Date: 714,100 Client: �,li ra,►,r// �Ro�✓ � Cement Brand or Class: Approved Mix Design Location: -oo A-✓s e-z ,W 7 Mix proportions _ [_ o/ G��r- f„ 7v ef- o9— (by Wt ) 1 cubic yard e-'Xal- z7/C19 . �o��qs- Mix I.D. Amount � zda r Ca C,•✓F Cement lbs. Ticket No.: /D 780 Batch Time: Fine Aggregate lbs. Strength Delivered: J000 Coarse Aggregate lbs. Strength Required: Jfoo Water Gals. Set No.: / Time of Test: / /S Water Reducing oz. Truck No.: 64 Load #.: 2- Air Entraining oz. Number of C I.: C.A. Size: ' " Other oz. Slump Air Content ASTM C-143 ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: Air Temp.: ASTM C-138 1 ASTM C-1064 7S" , S° t- Remarks: Contractor and By whom prepared: producer are both responsible 5 101 Concrete Source: �'A E aw 5 Gals. Z0 for added water as per ASTM of water 25 General Contractor 4AI 5 added 30 C-94. Discharge time limit 6055 35 Storage Location: A/exo' /-o bvorj�'-emin. max. 90 min. or 300 revolutions. 504 Curing Box: A/o Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Wei ht: pcf Unit Wei ht As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test in. in. (sq. in. cf LBS. Strength PSI JASTM C-39 3 A 7 g -7r-,,,qv 6.0 iz.o Z8.Zb Iy 1.1 A5 /b / 8 sbaloo , ILI I • R M W $60 E C1-361 1 to FJ4J a 7o D A 8 3r co !y I• to LOW RES JLTS-C UCA(TjonF/ED Yin cf-1 1 ,rev1 ,00 Approved: v AUG-08-00 11 : 16 AM CAPECODREADYMIX 5087710422 P. 02 J - ! _1 Cape Cod Readymix Concrete Inc. P.O. Box 399. 300 Cranberry Hwy, 508-255-4600 t: Orleans. Massachusetts 02653 Fax: 508-771-0422 j SOLD TO: _. SHIP To: - f� RYAN CONSTRUCTION HYANNIS - HOMEGOODS - FESTIVAL 536 HIGH PLAIN ST PLAZA, OFF RTE 132 ' WALPOLE* MA 02081 4" SLUMP MAX Mum i I 11 :51 18. 00 62 04 I 7/06/00 1 9. 00 f --WARNING - i _.._. - 4. 00 10779 ._... ` WARNIN "3 rn-nr tr,il,�r.,,yr.n+i r.AaF EytO tva Wrts.Is DwtrLr�ntol!o�onerafe O�r}ormtncy IRRITATING G rnP.�n,•nrrlr r' .r rlr'Orr.w r. It...... lRn., H2O AddnefB ftn Un GTOTHESVJNAND1EYEg n.nrrraa.,. hr,qum.mrtarr.•..v'Ow.mtFAS[,n Y 9 N!lutRaltsdBy 1 IIAtNS 40Y OOr d Mr M• Mderp.A rry M!Mk O 0 OOIITACT MAY MUl2 �� n" aa' .4+ Yy..�•u+m-.N.a .:y r:a _ __ If! s'+ O w1N:: �r.A AeW twrap,��!IYtllr.N..repen V.reW.�+rdlW MwNMn E NBP I,ClalAplN AWAY, PrrM+r.•r e a, y n r .v!+e.fiw•1h.n II n CONC11iTE'19'A'pEpIsNAYtE COMMCDf{YPP" arr Mv,n n.§'w.n a v M Inez un an.Iwrt In n.. tr .. RJRf7MliA tAON EFaIYIrrD M! ►LAIrr •ANd'9CCOIt{L6.THt1 t•RDillffl0�THE n,..m•,•n I. n !sy M.r ymr-rum/Ir t t.Ci rtl y I F r I{ IN6TRxTam Wm Bg m avian ON W'+10EYLi_R10N QP Op101MILL e:.P+M aA•n u,rrnl:nr..M9y h^m:M.ruyn ne:rl rr,m trraa m fR D� 4 e•./'4t0yV ITAIi , `v., M•ryud.q urq.•n nnlnr.m Nnr,ly,h..I:J.0. •Jnrn•. .nr UMMItRIr!pid�err 6 pq d pprr' Am ir;omYdllrrM Enldt c3S''4'n :�,_ __F• '9 � ••S� 'qn.sy:nnn.en,•vn•,rI,.,rtr..rt:..r.a m.unnrr••n:FRANC I S �✓ 1NrD WRWN�"p M1^� .. q 'A,. ewrsle.r.atr.n:'rIn•r•rr::,l.ar.r�yurrn'Ir.♦pe.rn,,,.t r!n itfrr..r.n.•,ry•n,nn.n!.r.��e�•�•��� ,. ,�yy�,'-��.:.�! f lrerTl..t!M NIrPf W r�r1 I11:r1.nr1 N::a. .r:lnr fnr, .r.y.!r �r••�a+•r.ww� NWTIY!A�011�QAT� 44m.0.In ih.Or•nrl.,•rvrt.. .Anton!t rry.r ly..r...n n•,.h, r •• e e •' �'LrlE6sM+�Oi 1bOIIAflllullA At tkW1rYNOCALOA4E•�`ollppdgj/ALfirEuryd' ••,d� • rAewr0.ry7r.a.rvd�aaooa..r, Y .Yr �'`f ,r��Chdl;3 x— --- X_.. 9.000Y 30DY 3000 3/4 DESIGN CONCRETE 7FIURNED TO P — LAN I.F.T Jf)8 FINISH UNLOADING MIXEn WAITING TIME r TtMf-ALLOWED I I TIME ON JOB_ .. lFf•r EI ANT r,[:RIVED JC?B MINUTE:; STANT 11NLOADINC,� T --- • - IME F DUE' -- OVER TtMC.__.... MINUTES I C - R:>tE Of X$.. - ' AnnfTtONAL CHARGE 1 fERMINUTE Tp7AL HOUND TRIP 1 I G TAL AT J0,8 UNLOADING TIMF I . _$_....... DELAY TIMF J ADDITIONAL CHARGE 2 OVERT RAE C:HAR(:F [� AUG-08-00 11 : 17 AM CAPECODREADYMIX 5087710422 P. 03 Cape Cod Readymix Concrete Inc. + P.O. Box 399, 300 Cranberry Hwy, 508-255-4600 Orleans, Massachusetts 02653 Fax: 508-771-0422 I SOLD TO: SHIP TO: i RYAN CONSTRUCTION HYANNIS — HOMEG00DS — FESTIVAL 536 HIGH PLAIN ST PLAZA, OFF RTE 132 ( WALPOLE MA 02081 4" SLUMP MAX I D" 12: 15 18. 00 66 i 104I R8l : 0 7/06/00 2 18. 00 10780 s= �' 'WARNING ..'.;. - �`4✓hII" �!x rl l er.. EAGOtt tv�Weter 1e DelrimenInl to Concrete hrlrnmenee IRFiITAT ``!j}s' crow Niw&n v tut rjri :qa[hu,>r al am runn i n.e, H,0 Added By Request/Aulhrnlzed By INa TO THE SKIN AND n«<<. h.n «e.,,.„•..n„.. .�M ,..c.cr M Nip)&le1�M Owrrl.N...wee.te0A1 Nr aw.�PRDLONOED M"P4T KINY CAM` „�"r'"e1«'e1"•..^'":•.":•�.^"'^�"•••:,,,.e,-•w,.r r,. r h1RILL Aidtl aellsel.Itl.•V.A w Prd•q•d••r.l.d MA 46 I.rr a..m.a.m run Alkl 1.IMM nu,y Iu,.,INy-,..,•......y,!.N.,r-«..'...,..,,;•..,•)k<e..r 'AL X .Aw..tuh M.e.pAyr.4n�..c two.".P.b.bbrr.lM.t AOW 46-4 r:xmw C WWAM AWAY. mwh N iy d.r.,n_.,,•r«�_„...wn..,,,,.,,..,,,,,,,..e.a.. W.+A.h p•h+p•y„rr q•r..y;,�...`M,,.,r:wir,I.d b�«rM I•r•Mr ih7 rCOHCAETI'iIt A PERItNAiLf COYYOOITY AND 81CONRt TNF PROPIRTY OP TH/- m•.mr.r,rr.u,«bq M«y,.,,q•.,.,,,.,I,.�.;v..•..,q,,,,,,«.r PURCNABE'R UPON LEAVM T1tE PLMTf.ANY CM WIS OR WN(XltATION OF twnum, elu.—br n.«,..' ,........a.nr,. ,V T L...•m,..a.r IIL4Ifd1CT10Nl1 RE ELEP"OWW p� WOMbpIItOMMr To.nc�OJ�CfQ"6lMdNo 9L1RT6. r�{;:,,', fb...mi.r,..•,:p.r r,nh,:.•.N:,,yr,•r,.rr••rrru..�::'m«•:,• F RANC I S 1. tN.Y�n rhl_r.p .•.rh.,.in W rh• M.N M Ih1A Mrllrlr•r..M.11,rd,r„ •'rl'......a.�l. M r.''v. �•. y,y.,, 0 we ey.re k:h•rr r ,.. ..,e e....r r w .ew,:hr e`•.i. ,1' f���' :l.r �!/ Ihel h ril,w,l i.r..Ih, ..i.. .i.... r... " 99'.ALL AGDOuwM mW Pwo W Ttv t A Wye CP 0"IRy.WILL OIAR WEPUTM THE RATB r .a..er.,,, .... HI ...r r..r,w„:..,,, mn•y.r„-o:� CPItP ANPRAC - y hvmlaO tM NW,r,�. r�. ,.,.f.r,f..• r.,r.,,,,..r. . . . a,..p• .enromr,.M,r• Holm e.:lr WrForONgt/PNASAC"AWRI&TlA({.00LQi .. ..• -Y CLAW a.u..«rr�e. �nrvnwtiw,n,..,y,r,..ry.r�«•.•,,,�, ... I:'Ald _t8EWMNTYIE NWFR�ABOEjo"JeD" rn�++:" ?: r+..•" _.ntt. -A if 6A0 8.M0,Grip.Ane ter d er P..t.A{ f a M CotlhYd sA m RAti.W Ch ch. - EAa M Ddg7llr Chrp.d A ttp.OlM. x _ MEMO i 5. 000Y 30DY 3000 3/4 DESIGN CONCRETE i I , IRETUR4FD TO PIAIfT LrFT.1OR FINISFI UNLOADING MIXEH WAI"INO T1Mf7 71MF ALLOWED V. \ ` ` t TIME ON JOB. _MINI.ITE.S - "--- t LE..rT PLANT ARRIVED JOB S1AF T UNLOADING TIME.DUE.a , ..-� --y- - . . -OVERTIME. ---.__ ... _.MINUTC,. - RATE.OF X g PER MINUTE ' A TIONAL CHAR I _ DDf C;E TOTAL ROUND TRII;I 1OTAL AT JOB UNLOADING TIME - -- DELL TIME. ADDITIONAL CHARGE 2 - -.... OVIFIHME CHARGE Concrete Cylinder Test Result CF-11 BRIGGS Briggs Engineering & Testing PROJECT: vAlq l S 14 `! A Division of PK Associates, Inc. PROJECT#: Date• 0 30 , Client: . Cement Brand or Class: Approved Mix Design Location: �,.{;, c ;,, &4--r , c.'1 WA-C.e Mix.proportions o rt M�- (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.: I v')43 Batch Time: Fine Aggregate lbs. Strength Delivered: o v a Coarse Aggregate lbs. Strength Required: " Water Gals. Set No.: Time of Test: 3� Water Reducing oz. Truck No.: S 7 Load #.: Air Entraining oz. Number of I.: C.A. Size: 3XV - Other oz. Slump Air Content 5 ASTM C-143 ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: Air Temp.: ASTM C-138 ASTM C-1064 s 6 C) Remarks: Contractor and 5 B whom prepared: producer are both responsible 5 tit Concrete Source: S Gals. Zp for added water as per ASTM 70 of water 25 General Contractor 'Z A-- S added 30 C-94. Discharge time limit ®0 35 Storage Location: 5 �" min. max. i 5$M4 40 T�i imc�e,, 90 min. or 300 revolutions. - Curing Box: a Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Cay Air Dry Unit Wei ht: pcf Unit Wei ht As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test in. in. (sq. in. cf LBS. Strencith PSI ASTM C-39 '7 iti 9 a o JD 7 0. y3390 y . A EELL3570 ALL TESTS COMPLETED Approved: `'� Concrete Cylinder Test Result CF-11 i Briggs Engineering &Testing Project�oMe. A Division of PK Associates, Inc. Project#:2_ Al Date: q_zs-eo �r Client: Cement Brand or Class: Approved Mix Design Location: S.o.(7=,- Mix proportions y (by Wt ) 1 cubic yard Mix I.D. Amount '-ement lbs. K) Ticket No.: y'Z k oZ. Batch Time: 6%%9 =ine Aggregate lbs. P E o tN Strength Delivered: 3odo -Coarse Aggregate lbs. Strength Required: 3o c o Water Gals. Set No.: Time of Test: -r. 30 Water Reducing oz. Truck No.: SS Load #.: 2- Air Entraining oz. Number of C I.: C.A. Size: '� Other oz. Slump ` Air Content 4•-1 �a ASTM C-143 y fl, ASTM C-231/C-173 :field Unit Weight "pcf -; Target: :' Concrete Temp.: Air Temp.: _ASTM_C-1,38 J marks:,-Contracior and By whom re ared:-- C ,Z _oroduce.r;are.both.responsible _.. ___.: 5_ .... . . ,i .. ._ Concrete Source: - C 3 5 Gals 20c. _=.or added.water..as per ASTM 70. ..of w er•..2S General.Contractor _ 5 added 30 c�^ -94. Discharge time limit 60 85 Storage Location: min. max. 55�4 40 pk—C--, � 30 min. or 300 revolutions. Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 8 Day Air Dry Unit Weight: pcf Unit Wei ht As Received: pcf Specimen Date Age Dia. Height Area, Density Max. Load Compressive Type/Fracture Number Tested attest in. in.) (sq. in.) f LBS. Strength PSI (ASTM C-39) 9I DA� 40 w 19-ao 1,4�. a i4lin iginn — P q a� a :r -f-11,rev1,00 Approved: `' i Concrete Cylinder Test Result CF-11 Beggs Engineering & Testing Project: V\c)c,4,g cAM A Division of PK Associates, Inc. Project#: Zoe Client: Cement Brand or Class: Approved Mix Design Location: S o.G b �Qx,� A aid Mix proportions y (by Wt ) 1 cubic yard Mix I.D. Amount Cement lbs. Ticket No.: \\s-z\ Batch Time: g=oc Fine Aggregate lbs. Strencith Delivered: o0 Coarse Aggregate lbs. Strength Required: 3000 Water Gals. Set No.: Z Time of Test: $ _S Water Reducing oz. Truck No.: SS Load #.: { ,Air Entraining oz. Number of C I.: LA C.A. Size: 3J ` :Other oz. Slump _M Air Content s J :'Field Unit Weight pcf Target: ASTM C-143 ASTM C-231/C-173 Concrete Temp.: Air Temp.: ASTM C-138 ASTM C-1064 13 Remarks: Contractor and By whom prepared: C 5905 :producer are both responsible Concrete Source: C�� m or added water as r ASTM CU S of wls er 2 per added 30 General Contractor (� a -94. Discharge time limit 6065 35 Storage Location: t� Q� mina max. 90 min. or 300 revolutions. �4 Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 8 Day Air Dry Unit Weight: Pcf Unit Wei ht As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested attest in. in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) 1qq. j 1? 30 A as J-11,rev1,00 Approved: { r ' ZaX BRIGGS Briggs Engineering & Testing �A Divisiov of PK Assoc,m, Lvc. July 12, 2000 Briggs# 20647 Trammell Crow Company 125 High Street Boston, MA 02110 Attn: Mr. Tim Maynes RE: Analysis of Soil Sample used at Home�Goods�in`,Hyannis. SAMPLE#: M-6511 Mr. Maynes: Laboratory analysis of your sample has been conducted, please see the enclosed results. If you have any questions, please feel free to contact me at your convenience. Very truly yours, BRIGGS ENGINEERING & TESTING A Division of PKAssociates, Inc. rHC S Mark Liebert Materials Laboratory Supervisor Construction Technology Division . Enclosures: 1.00 Weymouth Street- Unit B-l' 100 Pound Road Rockland, MA 02370 Cumberland, RI 02864 -Phone (781) 871-6040 • Fax (781) 871-7982 Phone (401) 658-2990• Fax (401) 658-2977 M`��` BRIG Briggs Engineering & Testing 1 •A DIVISION OF FK ASSOCIATES, hvc. Home Goods - Hyannis Briggs # Tested: 7-3-00 1. Sample No. Description Source M-6511 Structural Fill Site 2. Sieve Analysis {ASTM C 136, and ASTM C 1171 Sieve Size Results Specs• Standard Alternative f% Passing by Wt.1 Structural Fill 100 mm 4" 100 90 mm 3-1/2" 100 75 mm 3" 100 63 mm 2-1/2" 100 50 mm 2" 100 37.5 mm 1-1/2" 100 25.0 mm 1" 98 19.0 mm 3/4" 97 12.5 mm 1/2" 94 9.5 mm 3/8" 91 4.75 mm #4 83 2.00 mm #10 76 30-95 850,um #20 57 425,um #40 32 10-70 180 ttm #80 6 150 um #100 2 75,um #200 1.7 0-15* 3. 2/3 of the loose lift thickness shall require 100% passing by weight. 4. *0-8 percent based on the fraction passing the 3/4" soeve for backfill above the foundation where perimeter drains are used. 5. The sample tested conforms to the required specifications for "Structural Fill". 6. Proctor Density {four point procedure-ASTM D 1557 Method C, and ASTM D 47181 Results Maximum Dry Unit Weight (pcf) 121.4 Optimum Moisture Content (%) 7.4 Oversize Correction (%) N/A 100 Weymouth Street - Unit B-1 100 Pound Road Rockland, MA 02370 Cumberland, RI 02864 Phone (781) 871-6040• Fax (781) 871-7982 Phone (401) 658-2990• Fax (401) 658-2977 AOR BRIG Briggs Engineering & Testing NZ&F A Division of PK Associates,Inc. (-Proiect: Home Goods - Hyannis Sam le No. M-6511 Date: 7/3/00 Sieve Analysis #200 # 4 0 # 10 # 4, 3/4 " 311 100 ...................I....q...1..4.4 p.t4............/.......1.....1..1..4.4./.4q...................j....q. j..:1.q.j.pq.......... ...q...1..4. 1.�. ::::::::::i::::: 44.4 4.44:..........4.:.... :.i :i3:i:i:i5:......: i::::d: 90 ::.............:.......:..:......_.::._.............:.......:...... -- -. ....... ...... ........... ............1.......j.....j...j...j.:)1•?9............j.......I........j..:).:.j..j:)..................j....:). j..q.' .p .......... �:::.:::�::::q:::j::q:' i4. :::::::::i::::::i:: :::::::: :: ••...:: : _ ...... .. :.i:::i::.i.a i:SS............ .......... .:i:...i::i::S:,i:i:y�............ :.i::: ..b:d.i:a:.......... i...... 80 ::..........L............:...:.._._:._:.......... .. -- -- ....... ..:..: :.:..:..:..:..... : .. ... .. .. .�. .. 1•« ..-.-..._-.. .. .... ............1.......t....y...l.•4.4 P47............1.......1.....)..I...j.4./.44............... .I....q. I...j.y.j.pij.......... j.......j....:)...j..4• 1.4 J• •.1.. •1• ..).•1••J•J•1•JJ••.. ...1••••J• 1••J•S•4S J.......... 1••••••.I....- .. ..:....................' :.''.. ..: .. ............. .........1.....1.......).4...J J.... ............1....J. I..b.d.1.44.......... .......I.....j...1..4.' I.P ........ - -- ..........j.... -- - .... .. - -- - ...... j. ........ .. ........ .. ...... .. ...... i.« 60 -- -- -- -- - ...... .. -..............�...............•...•i•J<.JJ............I..............::I..q.4.1•-.j............: ::I..::.j. ........ :: -- - ::::::.. .• - - ......• •. _ ........p 4........ i....::i:::::�:::�::=:' �z.1 .... .. .. ....... ....i::::.:: ...... ....... ....1....;. 7 50 __ -- ........ .. _ _ ....... .. _ _ ...... . _ ............i,�......a....>...i..q.4 P44...........•1......•j.....j . ................ ........ .......4. 1••4.4.1.60.. ...1...:::I.....j...1..4.• F+y ........ .. -- - ........ .. ...i... ....... ...i....y. 1..«.«.:.««...........i ...i....3...)..:..' .. .. ..;.....)...;..w.w 40 ................ :.....:...:.. . :: ° -- - -- -- . - p ........ ....:::i::: i:::�::a:•i t•+r•,s•'::::::::::i:::::::�:::::i: ..>:.i:�:oo............. ..::i::::s: �::o:Q:j:ea.......... ....::: :::j::s:' ..•,.. ............:..................... <.44....................... ... >..1..-0..j.I..j J...................I.....j. 1..4.O.j.p O...........I.......I.....j...j..y. • 0 .......................................:.....j..j ..j.j..................... ...j..........: ....... }...j...;.' ............1...... s ...... .. 1. .J.1 I.. .S.1.88...........I......I....J.....J. 1..«. jJJ . ...................... . .. :. ..j...j.:).j.:}.j...................j.....j. j..y.il.j.iri}...........j.......j.....j...j..4•• 1.4 .. . . . . . ............ .........lJ ........... ....... J ................... ............. .......................... :....... . ..... ............j......j.....j....... . . ......)•4 •44..... j . jjj :. . .......Ij........Jq......1j....Jq.. 1.«. ' i.j• 0 ........ ................. ....... .. _ __ __ ...... - SILTFINE MEDIUM I CFS FINE COARSE SAND GRAVEL 0.010 0.100 1.000. 10.000 100.000 SIEVE, mm r BRIG :S Briggs Engineering & Testing - A Division of PKAssociates,Inc. (OP ro ii ect: Home Goods - Hyannis Sam le n�o��M 6511 Date: 7/3/00 Proctor 122 1`1 Max. Dr Density Y 3 121.4 pcf 12.0 Optimum L 119 Moisture a 7.4 % 113 Over Size Correction 117 N/A 116 2 3 4 5 6 7 3 9 10 11 12 13 14 15 Moisture % �`21` i ' [BRIG GS Briggs Engineering & Testing A D!visioN OF PK ASSOCIATES,INC. July 11, 2000 Trammell Crow Company 125 High Street Boston, MA 02110 Attn: Mr. Tim Maynes EVALUATION OF SOIL HOME GOODS-HYANNIS PROJECT NUMBER 20647 REFERENCE NUMBER M-6525 SPECIMEN One sample of Gravelly Sand from C.C. Aggregates, for use under slab and road base. METHOD OF ANALYSIS Maximum density tested in accordance with ASTM Standard Test Method D 1557, Method C, four point procedure, and ASTM D 4718. RESULTS PROCTOR Maximum Dry Density (pcf) 131 .4 Optimum Moisture (%) 7.0 Oversize Correction (%) 16 REMARKS The proctor results are for use in comparing actual in-place density tests. Respectfully submitted, BRIGGS ENGINEERING & TESTING A Division of PK Asoociates, Inc. M( Mark Liebert Materials Laboratory Supervisor Construction Technology Division 100 Weymouth Street- Unit B-1 100 Pound Road Rockland, MA 02370 Cumberland, RI 02864 Phone (781) 871-6040 • Fax (781) 871-71982 Phone (401)658-2990 • Fax (401) 658-2977 BRIGGS Briggs Engineering &Testing Nz--:;f A Division of PK Associates,Inc. Proiect: Home Goods - Hyannis, MA Sample no. M-6525 Date: 7/9/00 Proctor 132 131 Max. Dry Density 3 130 131.4 pcf a 129 Optimum. L Moisture a 128 7.0 % 127 Over Size Correction 126 1 6% 125 3 4 5 6 7 8 9 10 11 Moisture % i BRIGGS Briggs Engineering & Testing A DIVISION OF PK ASSOCIAms, INC. July 11 , 2000 Trammell Crow Company 125 High Street Boston, MA 02110 Attn: Mr. Tim Maynes EVALUATION OF SOIL HOME GOODS-HYANNIS PROJECT NUMBER 20647 REFERENCE NUMBER M-6526 SPECIMEN One sample of Gravelly Sand from C.C. Aggregates, for foundation back fill. I METHOD OF ANALYSIS Maximum density tested in accordance with ASTM Standard Test Method D 1557, Method C, four point procedure, and ASTM D 4718. RESULTS PROCTOR Maximum Dry Density (pcf) 129.1 Optimum Moisture N 6.6 Oversize Correction (%) 22 REMARKS The proctor results are for use in comparing actual in-place density tests. Respectfully submitted, BRIGGS ENGINEERING & TESTING A Division of PK Asoociates, Inc. J#al &o'd1 Mark Liebert Materials Laboratory Supervisor Construction Technology Division 100 Weymouth Street- Unit B-1 100 Pound Road Rockland, MA 02370 Cumberland, RI 02864 Phone (781) 871-6040 • Fax (781) 871-7982 Phone (401) 658-2990 • Fax (401) 658-2977 BRIGGS Briggs Engineering & Testing A Division of PKAssociates,Inc. (Proiect: Home Goods - Hyannis, MA Sam le no. M-6526 Date: 7/9/0 0 Proctor 130 129 Max. Dry Density 3 129.1 pcf 12s a Optimum A 127 Moisture 6.6 % 126IIIAII Over Size YIiIII Correction 125 2 2% 124 2 3 4 5 6 7 8 9 10 Moisture % ®r Daily Report �tw-VaL Briggs Engineering & Testing PROJECT: HOME GOODS/HYANNIS RIGGS as LI A Division of PK Associates, Inc. PROJECT#: INSPECTOR: Dave Rosen EMPM: 572 REPORT#: DATE: 6/27/00 CODE: C26 ARR.TIME: JOB HRS.: 4 T.T.: MILEAGE: TEMP.: H 85F L WIND: H L X HUMID.: H X PARTLY CLOUDY NO.OF PAGES TO THIS REPORT: 2 NO.OF BACKUP PAGES TO THIS REPORT: 1 1 reported to the above. mentioned project site to perform the scheduled concrete placement inspection. VISUAL SOILS, MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1 . A concrete placement was performed today for the building footings. 2. The superintendent was informed of all results and findings. REINFORCING STEEL AND CONCRETE INSPECTION: 1 . Contractor placed 30 cubic yards of 3000 PSI concrete today in which one set of four cylinders were fabricated and stored near placement. *Please see the attached reports for results and further details. Technician: Dave Rosen Approved ii"L '' 't !_11 4. �, Y CONCRETE PLACEMENT INSPECTION .I Ind - Briggs Engineering & Testing PROJECT: Q� Od BRIGG �l A Division of PK Associates, Inc. PROJECT#: INSPECTOR: V, PAGE I OF DATE: CODE: C26 TEMP.: H , L °$E WIND.: H M L HUMID. H L SUNNY CLOUDY Concrete Source: L (� , General Contractor: i A u Storage Location:c Curing Box: Other: . inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacemen Weather Steel arrangement Temp. Steel clearance Forms for general requirements. Steel cleanliness Grade preparation Vol Steel supports V Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits ASTM C-94 Limits Time Limits ✓ 1-1/2 h s. max. Temperature i 50-90° F Slump ✓ 5 Mixing AAA 70-300 Rev. Air content II -6 % Density IVA ± 3 p.c.f. Location: G -04 1 Remarks: o rf12 y-�1'vh i'T ► ��d�,c a,ur 1o't 4e r Pic+(A n Method of placement: Chute Pump Other Load Arr. Truck No. oi Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight min. °F Deliv. Required water cf 1 a 5 I (oo °F e60 '�000 3 2 aoo ; k I p 3 4 5 6 7 8 9 10 c.p.i.rev1,00 Approved: / 'L%;• �' a`s� Concrete Cylinder Test Result CF-11 Briggs Engineering & Testing Project: r ��v dj - 'BR1OOS ,yy.,J A Division of PK mac. Associates, Inc. Project#: a OG'l7 Date: 7 G o0I Client: Tic•�►M�// �.rOW �.rL Cement Brand or Class: Approved Mix Design Location: Fo,<r.✓ 7 I Mix proportions o/ ,,erg 7G B. (by Wt ) 1 cubic yard � ���5�-✓s �/�4 �o�'�fs- Mix I.D. Amount CJ ia"1 0 , Cement lbs. Ticket No.: 2 spa Batch Time: /2 :o S Fine Aggregate lbs. Strength Delivered: J000 Coarse Aggregate lbs. Strength Required: 2000 Water Gals. Set No.: / Time of-Test: 12.,3o Water Reducing oz. Truck No.: Load #.: / Air Entraining oz. Number of C l.: C.A. Size: 3 " Other oz. Slump �3 Air Content ASTM C-143 7 ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: Air Temp.: ASTM C-138 . I ASTM C-1064 7-5" ) S° �= Remarks: Contractor and B whom prepared: 0%vErt producer are both responsible 5 101 Concrete Source: for added water as per ASTM 5 of water 20 P 7n 25 General Contractor 5 added 30 C-94. Discharge time limit 6p55 35 Storage Location: AlocA Ao buola l--min, max. 90 min. or 300 revolutions. 504 Curing Box: A/o Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Wei ht. Pcf Unit Wei ht As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test in. in. (sq. in. cf LBS. Strength PSI ASTM C-39 3 A ? m -7 tAy 6.o 112..c 28.ze Iy(.1 / B 328 1 1 1 1 IL41 . R C a ly. tD ;813100 1 lyl• to LOW TEST RESI JLTS— EM' T1F/Eo Yin cf-1 1,rev 1,00 Approved: /�►-i, � Concrete Cylinder Test Result CF-11 4AL� BRIGG Briggs Engineering ng & Testing Project: A,►6 A Division of PK Associates, Inc. Project#: .204 S/-7 Date- -7 7 00 Client: T��,.....// e/to,, - Cement Brand or Class: Approved Mix Design Location: G'_,4// #e7 _ / &,,,r Mix proportions _A4 A B,f3 19� IX J IMs /Jla/r (by Wt ) 1 cubic yard Lo S G<'o Mix I.D. Amount Cement lbs. Ticket No.: ZS-3 Batch Time: P Z,/ Fine Aggregate lbs. Strength Delivered: Jooa Coarse Aggregate lbs. Strength Required: Jeoo Water Gals. Set No.: Time of Test: Z :G0 Water Reducing oz. Truck No.: Load Air Entraining oz. Number of C I.: C.A. Size: 31,1 Other oz. Slump Air Content ASTM C-143 V ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: Air Temp.: ASTM C-138 ASTM C-1064 Remarks: Contractor and By whom prepared: V/✓c?s producer are both responsible S Gals.101 Concrete Source: , S for added water as per ASTM of water ZOZS General Contractor .�•✓ �af�. S added 30 C-94. Discharge time limit 80ss 4035 Storage Location: ,rT Toys min. max. s 90 min. or 300 revolutions. 604 Curing Box: ,vo Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 I 28 Day Air Dry Unit Wei ht: Pcf Unit Wei ht As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test in. in. (sq. in. cf LBS. Strength PSI ASTM C-39 • 7/y ao 7&4V &.0 142.0 98.,?6 1410 - 41 54,135 AU 6 8 00ZA I I I 1q0- —1 ylm 26 oe cf-11 ,rev1 ,00 Approved: dj Concrete Cylinder Test Result CF-11 BRIOOS Briggs Engineering & Testing PROJECT: a 15 14 a A Division of PK Associates. Inc. PROJECT* Date: 0 3a , Client: ,R 4VV1 M le h Cement Brand or Class: Approved Mix Design Location: c , ,cQ o Mix proportions Q� r-t QL,; � (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.: I o') 3 _ Batch Time: LY Fine Aggregate lbs. Strength Delivered: o v o Coarse Aggregate lbs. Strength Required: '3 Water Gals. Set No.: Time of Test: 3=- Water Reducing oz. Truck No.: S '1 Load Air Entraining oz. Number of l.: C.A. Size: - Other oz. Slump Air Content 5 ASTM C-143 ASTM C-231/C-173 Aield C Weight pcf Target: Concrete Temp.: s Air Temp.: ASTM C-1064 Remarks: Contractor and B whom re ared: G M �2eeyvt y1 . 90 5 producer are both responsible 5 101 Concrete Source: <f op for added water as per ASTM 5 of water �� p � added 25 General Contractor '� ,��+ C-94. Discharge time limit 00 350 Storage Location: 5 ��� min. max. ' 55 40 '=t I'm ca'r'e..T 90 min. or 300 revolutions. Curing Box: D Curing Temp. F' CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Cay Air Da Unit Wei ht: cf Unit Weh ht As Received: cf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture ; Number Tested at test in. in. s .*in. cf LBS. Strength PSI ASTM C-39 '7W00 14 ce� 1 a a J:�) y ,1 Approved: TOWN OF BARNSTABLE SIGN PERMIT PARCEL ID 295 019 X01 GEOBASE ID 41309 ADDRESS 1070 IYANNOUGH ROAD/ROUTE PHONE (617)932-1244 HYANNIS, MA ZIP 02.601- LOT 3 4 5 6 BLOCK LOT SIZE .DBA DEVELOPMENT DISTRICT BA ` PERMIT 48901 DESCRIPTION "HOME GOODS" - 3'9" X 264" `.PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services `TOTAL FEES: $100.00 1ME BOND T CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE P ' :�E"' x` * 1AMSTABLK MASS. 1639. `fig �Fp � B ILDI DIVIS N B ��J'; G�G DATE, ISSUED 09/26/2000 EXPIRATION DATE - ' Town of Barnstable ��© Reguilatory Services Thomas F.Geiler,Director 9="M •KAM �' Building Division 16;9. AlF p�y a Ralph Crossen,Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Tax Collector � Se c Treasur oo Application for Sign Permit Applicant: /Y) /h 4 Assessors No. 2 4S-0 12 Tel hone No. A-09'-3 9 - �`i i 3 . Doing Business As: /��i''r� �'®a�� - � . I Sign Location ` o r Street/Road: !0'70 1 y A Al a u a r i - Zoning District: Old Kings Highway? Yes Qe Hyannis Historic District? Yes 1&' Property,Owne Name: n, M /NeS ti,t nA elephone• b 6 6•� " ClfG O. Address: Cl 01 )Q i jqp �� ` f ,61 S Village: ),o S 9IU C;6 C7 Sign Contractor Name: " 'by ; f3 y v Ru s S , r— - Telephone:^OS'=, 1 Address: `i�„tl�l��'h el,f y S f S c a fe f� Village: c I�FoN , v� y - 3�>/ Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? 9eNo (Note:If yes, a wiring permit is required) I hereby certify that I am the owner or thai I have the authority of the owner to make this application,f Section 4-3 the information is correct and that the use and construction shall conform to the provisions of the Town of Barnstable Zoning Ordinance. Signature of owner/Authorized Agent: —Date: °l `� Z�o v -1 �� 6 �`-1 •� Permit Fee: �a Size: Sign Permit was approved: Disapproved: Signature of Building Official G - Date. Signl.doc rev.8131198 .z m IL --- 26-421' - ----- - -- ILLUMINATED SELF CONTAINED CHANNEL LETTERS. BACKS: .080" ALUM.. WHITE FINISH. r ``'' J*nneGoot& RETURNS: 9" DFEP/,063" ALUM.. BLACK FINISH. , FACES: 3/16- RED PLEX #2793- JEWELITE: I' BLACK. DETAIL DIMENSIONS AND LAYOUT NEON: 13MM •- 75MM CLEAR RED n SCALE: aye"_1'-0" TRANSFORMERS: 30MA. N r 100 SO. FT. ALLOWED ALL COMPONENTS U. L. LISTED 100 SO. F7_ UTILIZED U. L. LABELS Pp - -T - -1 E - H � - L -- -- -- a- _- i - i m FRONT ELEVATION m - — -- ---------— 180'-0" LINEAL STOREFRONT --- ---- - - -- — 0 0 HOMEGOODS ~TSALES?ERSON; BRYAN VAUGHN -- DRAWING y-D0094-11 - 1119TE:1NATIONVAL HYANNIS. MA. DRAWN BY: OSJ DATE: APRIL 25 2000 CHECKED BY. R#0 ISCALL- 1/1 6 1•--O'---- —_ -.'�—._.. 10831 CANAL ST.. LARGO. FL_ 13777 Q R-DATE (727) 541-5573 FAX (727) 544--7745 Jul 17 20 03: 34p ISD ,QORP 727-544-7745 p. 1 } Phone: (727) 541-5573 �. INTERNATIONAL Facsimile, (727) 544-7745 8113N & DESIGN www.internationalsign.com FAX TRANSMITTAL DATE: 07117/2000 #OF PAGES: 2 INC. COVER TO: GLORIA URENAS- CITY OF HYANNIS �a3f� PHONE 508-862- FAX.- 508-790-6230 FROM: TOM MARR, PROJECT MANAGER SUBJECT: HOMEGOODS HYANNIS, MASS. - FESI`IVAL @ HYANNIS REMARKS: THE FOLLOWING DRAWING IS BEING SUBMITTED FOR YOUR REVIEW AND PRE-APPROVAL. PLEASE SIGN OFF AND FAX BACK TO ME AT 727-544-7745. BY PRE-APPROVING THIS SIGN DRAWING IN NO WAY RELIEVES INTERNATIONAL SIGN AND DESIGN FROM SECURING PERMITS FOR THE LOCATION LISTED ABOVE. PLEASE CALL 800-780-7446 EXT. 3037 IF YOU HAVE ANY QUESTIONS. 10831 CANAL STREE`i`, LARGO, FLORIDA 33777 e Q , ol 2 6'—4� ILLUMINATED SELF CONTAINED CHANNE BACKS: .050" ALUM., WHITE Ln 3 _g_ RETURNS: 9" DEEP/..063" ALU 2 DACES: 3f 16" RED PLEX : — JEWELITE: 1" BLACK. DETAIL — DIMENSIONS AND LAYOUT NEON: 13MM — 15MM CLE r Lo SCALE: 3/{6"=1'—Oy' TRANSFORMERS: 30MA. 100 SQ. FT. ALLOWED ALL COMPONENTS U. L. LISTED 100 SQ. FT. UTILIZED U. L. LABELS 3'-5" IL -- --- EF—TEJ 3.-8 ' o ca - -- Ll M `FRONT ELEVATION ro - 160'-0" LINEAL STOREFRONT — m o � 0 F�OMEGOODS SALESPERSON: BRYAN VAUGHN DRAWNG # D0094-11 ME DRAWN BY: DSJ DATE: APRIL 26 200D CHECKED BY: R# 0 HYANNIS, MA. 10831 SCALE 1/16"=1'-0" R—DATE: _. (727) L LETTERS. FINISH- M., SLACK FINISH. ?793. AR RED 4 INTMIMATIONAL SIGN & DESIGN CANAL ST.. "LARGO FL. 33777 i4l-5573 FAX (727) 544-7745 t 09/22/2000 15:20 50858045506 SIGN BY RUSS INC PAGE 02 ?1 20 o3zosp ISQ CORD 72�-5�}4- ]745........... .. p.'.i .....,.,..... THE T. . Clt TIC.,: BL'tLD1Nc:,DEVI'. HYAra ns.NL�SS. 1c-_H()MEG00DS tiIG^i- FU-811 'Al,lti.:! .AlNN'S 5/c: (IL•K "'H> CITY CODLI WC; ARF A'.LCIW L, Wo $Q. I"T. AT 111E 10CAT.10N L'sS'TFD A�OVC, AND tXMLL NOT ADD ANY ADDITIONAL S?GN.AGE AT THE ?R()YER71'NV771KAT i' ET Crl DTJPIl s i'a_c<15I ,:�r.t• •11:�Y%ITT .,I QU1~;4TtQN cue.r:U 1EN-t'S. 'l t i i70 f'orhlt:uace Road. Fram{t7 har:i. !i�.S R:�. U17)1. iW 390-'3000 Marsha } 3 09/22/2000 15:20 5085804550 SIGN BY RUSS INC PAGE 01 r 4 ` ( All �� pAf" ,NSSACHUSE�8 � � %ga RC)rKT0N•M 4550 REST # 9A. F�508560 508 580 22Z? 2.44 FACSIMILE COVER SHEET Date: Please deliver the.tollowing to: g . Ccmy7anyrtocalic,�, ,(®Cf�/1 D'�' �!1?S��C-� Telecapy NwnUei sIae— ?q-0 4tqZJ4 To!u! numbe of pages transmitted ',including cover sheet), o Comments: ` �-►I�rne .s�c�od.s tC a�•�c.. (3 d- f�y�..nnFS m� ME�,AtJ:- D ) FROM :RYRN CONSTRUCTION SORE 558 2455 1900,05-19 08:34 #550 P.01/02 01 yr4/Jl��s --� iFACSIMILE TRANSMITTAL SHEET TO: CHIEF JONES FROM: STAN HERGOTT COMPANY: BARN5TABLE FIRE DEPT. - DATE: 19 MAY 2000 FAX NUMBER: 508 362 8444 TOTAL NO. OF PAGES: 2 PHONE NUMBER: 508 362 3312 SEND'ER'$ PI-I. :NO: 508 668 6788 XTN 16 KE: HOMEGO ODS 0 THE FESTIVAL, SENDER'S PAX NO: 508 668 2455 IIYANNIS, RYAN PRO), 2000-05 0 URGENT X FOR RE.V'IEW O?LFASE COMMENT X PLEASE REPLY Dear Chief Jones, Attached is a revised temporary fencing plan per your discussions with Ryan. Proj. Supt_ Al Goodwin. Keys For the padlocks will be made available to the Fire Dept. Please let either Al or myself know if you need any additional information. Thanks. Respectfully, t " 'n Inc. n Project Manager Cc: File 00-05, Al Goodwin, Angela Whelan, Barnstable Bldg. Services 536 HIGH PLAIN STREET, WALPOLE, MA 02081 y 1 zo/zo•d mss# SE:80 E Z-sO°©er_-i sstlz ass SOS NO I im:uSNOJ Nb.),a: woad 4 4 , V ' V I pW I EST/MA TED PROJECT COST WORKSHEET Value - LIVING SPACE square feet X$55/sq. foot= GARAGE (UNFINISHED) square feet X$25/sq. foot= PORCH square feet X $20/sq. foot= DECK square feet X$15/sq. foot= OTHER square feet X$??/sq. foot= Total Estimated Project.Cost For Office Use Only lnclusionary Affordable Housig ►g ee Residential Commercial** ' 4o LsuC r l aj Property Owners Name Project Location /Q 7 1 Nw Y Project Value Permit Number '7`�Jr � J "Existing Sq. Ft. **Proposed New Sq. Ft. o�4JQ Fee $ 00 21*0\6 Vq POD .--��-�• ,>..,. ,,,,, _.,.�.� . r 1 BRIGGS. Briggs Engineering & Testing !r7 �i =�— A D/V/5/ON OF PKASSOC/AT£S,INC. 0�,_ A 1 8 50 1 ..,,,,__ 100 Weymouth Street-Unit 13-1 � 6 1 - �, �; Rockland, 8 7 ILED FROM ROCKLAND MA 0 2 3 7 0 MA 02370 •r --own o fB - arnst abl� eBld g Div. Attn: Mr.Alfred Martin Town Offic e Building 367•Main St. Hyannis, MA 02601 20647 ! �i2�.0.1""✓.3�'�'3 q� {:��utir�.��rl tt��itttttl�rt��t�t,�ibitij�t�u�i�tt�t�uru��d _ C. \ /r �� \. \ e r•• .....' e{ '�. 'I �,: ��. _...• ...... _.-. .�... �'^4.. /' ' � Ir i r• � I. .� � n �1 E 1 � 1 �` i 1 1 /�� ,, 1, �' . �/ } Daily Report Briggs Engineering &Testing PROJECT: HOME GOODS/HYANNIS �! A Division of PK Associates, Inc. PROJECT#: 20647 INSPECTOR: Earl Moul EMP.#: 992 REPORT#: DATE: 7/25/00 CODE: S26 ARR. TIM E: 7:00 am JOB HRS.: 9.5 T.T.: MILEAGE: TEMP.: H 78F L WIND: H L L X HUMID.: H X CLOUDY NO. OF PAGES TO THIS REPORT: 3 NO. OF BACKUP PAGES TO THIS REPORT: 2 I reported to the above mentioned project site to perform the scheduled soil compaction inspection. VISUAL SOILS, MASONRY, BITUMINOUS, REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1. Twenty seven compaction tests were performed today on the slab on grade lines 1 -3, A C line. 2. All tests met the minimum requirements. Please see attached report for further details. 3. The superintendent was informed of all results and findings. a *Please see the attached reports for results and further details. Technician: Earl Moul Approved S�' Soils Compaction Report PROJECT: (� RIGGS Brig-s EngineerinI & Testing A Division of PK Associates, Inc. PROJECT#: 06 9 INSPECTOR: L, m a o L. EMP.#: U 2 REPORT#: DATE: S= CODE: _ PAGE OF TEMP.: H L WIND: H L HUMID.: L SUNNY C OUD Maximum Dry Density: Optimum Moisture Content: Method of Testing ( Check One) : Sand Cone Nuclear Densometer �. Test Location Estimated Elevation Test Results Req. Min. Moisture Optimum No. O ,i To F i0 Area Tested A ,L %Comp. %Comp. Content 0/c Moisture % 0 Fe 25,7 4,520 3.2- 7, 3 3`�r If 2L 7.1 a � ` � T � 3 c1 1100 .G 3 C. 3, C. v 3.1 . "23 r q5-, q 3.j 7,J 3 ADais 3, ' v Tests not meeting requirements: Who notified: F11, 5 u Recommendations: Remarks:AI:L 1�$ (S ?A-S5 Q m, kJ. U 9-F- &I£,4.)l v 1-- Technici Approved: sx.r.revi,otr— Soils Compaction Report PROJECT: CMRIGGS B'''�,s En?ineerin� & Testing A Division of PK Associates, Inc. PROJECT#: 0, 06 97 INSPECTOR: FALL MoaL � EMP.#: O 9� REPORT#: DATE: _ 3�^80 CODE: PAGE OF TEMP.: H 7 W L WIND: H HUMID.: _ L SUNNY UD Maximum Dry Density: c, Optimum Moisture Content: Method of Testing ( Check One) : Sand Cone Nuclear Densometer Test Location Estimated Elevation Test Results Req. Min. Moisture Optimum C�IV No. t 70jw.rA A—,v C° ern/ Area Tested t,4phpe %Comp. % Comp. Content % Moisture % 92, 7 9 I A3 , ,:E, 3 A� r i Tests not meeting requirements: Who notified: L S o E (` Recommendations: 0 Remarks:QLLL D E S S &S S E A rYJ � � V�K,�m ErV� o f 9-5� Technici Approved: iiti� �'i �dit • ' . s.c.r.rev1,00 �I � j ---- - ---- `'� _ Ll PO I I 1. _ --- wbTwTla.en ret 6GJ � 1 idf I Carr be�eexe. w�ronareoe>�.¢uc.o FRONTLINE CONSTRUCTION PLAN Twttoa+�To�µ�er%, I �I I ' v�y e - -- -- - -- , • I .. FR ,f ------- I' —1 I I 1 I. Imo. W.ew own .� .. 1 i e,eem I _ mate alranrs X 24°MtRJRORE0.r_EILIW.TILE MF 1'�R PROTEX CO.MODEL-DIN-24ST - 9 9 ; i 2 FRONTLINE REFLECTED CEILING PLAN GI ' g ®--I 1 ® ® ' ( / �; ' -`. _ ,. wNFJt CfPTayoCFniEDO • i __ ------- MEWS q. .e,� Isrw raol.ea , • I i 6 � ) ( ) 7 I ����_ti.k"sa.� i ; h�., — -- —oNn.e.eons+.ewe - HALLI . �, , ` ,� i . ..: ®e ee ' � +. 1 �-�•_�` _, aw®.I.re�aualell a<ELKiIEC.,L Yen.....emeei LouTpl LOINGE--I „ � £ '£ £ £ '�•✓��I } �i� j � ei¢im�ca.m1BrArlm�ruriarnelo.ea.t w>nw ADJACENT Q I +w r -- i t f TENANT FRONTLINE POWER PLAN eL�°e°i�wci oas`eraim.u�Ea w's.�'vla . e > et 11 II 4 '. -+.1 I I i ' _ ,r— wBia+nLlER rat 6CJ pr ..i1I9WG- I I I. i I I - - { mewei-rfa rma.ma Jr_ l --------------- Z - -- rzFn ---- — — —_—_ — nao+e row..,a.t avarac oowa GRAPHIC c Q . I. I I j xo>Y or.No I 2 I PACKAGE ano rrEulelec oLass°° I RCI RC I I APPROVED - - 11 j � 4 GdL EL NATION I JAN 2o0r10 CGT SC/gEDULE AREA ANALYSIS v WIRING, BY ' �� �� Cd2tMID LAVER 151�m SF •No. Locarlon " SALES AREA 19% 19994 9F e. NOTE: - i} KlM O REALTY CORP. G.C. TO PATCHANU PAINT WALLS TO MATCH EXISTING. . A. TOTAL CGlL9TRUOTION 4REA 78fD90 9F o AT d i CEILING HEIGHT 9 4T I NOTE: w 14'-0" AFF FIXTURE G.C.AND TJX PM NO. REVISIONS DdTE Br TO OR ENTIRE PACES VKf.S.A�aI�AvfM7n FLOOR PER SITE A eeem - - LEGEND wrwq..ewwvw.0 enml XTURE PLANNI. mm.w.n.. . >p n>r®�acanoel wens � _ BUBBLE.NEW FIX IQES C•SET S ,B JLPP _ • ® na.ie vmuewlrtew>0 AT 8 CNEOKED BY,(.ymB g. REFER To 5HEET"RCZ -----, we a SCALE:Va•.I•.p- QY �i: �T 9 n � e. owa 'ea+>^v'-�iO1'DASHED OUTLINE.RELOCATED >HYANN I S, MA DATE,aareee.rmle orop FOR DETAILS. + ® M ---- O/ORANO/OR�UOfKED N en..e.�aeml NI - ,ia�...a - FIXTURE/CON5TRUCTION PLAN SINGLE QUE I,Z RGI HQtlF FINISH SCHE y !F CeLNe ORo REFER TO Tiff ROOM SC1ffp1A.E EELOW AS d GJIDE TO Op�ER4G'NO NSTALLMG _ e 1 NW FN"% S AS SPECFIED N Tlff REMODEL FROJEGT SW'VET. _ NOTES:(F AFRICABLEJ °'LL6e�.eW a.ue.r¢.Sure 1 - •�...�.+.. ,� 1? FM15H NO. MATERIAL ryAFpIFdGTURER $F£GFICdTICN ....r.mm . - oE4w.wGerN I LE�ID quo'` r HOMEG- wFNISN AnD euTALL NdazoNTAL ""`"'� eeuMN..aaee eTar r•u I O STW>9 TO RECEIVE_ CEILPG A4GLE _ • efialRe.eKwE eTa ebT.ern•eiL care rta•r r+alN, eelvEBa P•CE .•, •10 PRO1rt mOEO 6 O p T .-Q fUi4W4N AND NSTALL COMINlOLL5 rn �___ -m .-.• ee•yuw nwle rc-o ewNaa gene re00e.di Rraa., wtwE O 9' O�� .� Ean*en rv4ie ro ce oOcasr� O ^.MOE daID PLATE ro ce rraFOep.c81rEFF0 r M�Wert OF 4nD NEKM W aL'I!.e•LM•4l 1 ed,R+N ArxC r.N xP va.w Br0•OOFO POR -NO>a PER PLNaTFFOER 6 PLAOEO N NmOI! v. s.q 4 u'�'otfmie O[claC`'rE.e ri+OtR'q'� O STD9 TO f£CEM1.E F69TENN�S F•en eBURw rowm aafee ve•OT.•.or eL•ac roLCev FraeN, 'PAaAlnn- TFvmCR U PL•CeD N QZ g9][� o wx POR ele1L npe JOefT ffEntEEN TOP 6 P_R s BOARD •�� „,.,,a„e e _ a(S Awp BOTTOM OT GTP.WALLBOARD. P•M e•NRe.raalnm eM E dT F ®� m�r���� O EMEIID EVERT OT1ER 411t0 TO e e.1ie Rxrve:rwuu u.TPaoER "LL 4 iamEa�DE cs BTRctuf�:FOR uuLL e4i o0avaa w•O'eurve4e mauT1E eeID e®�•-awa 9ilExe-E 4 •-]• SUFR]Rr.FROVmE VJ•19L BLIP wn erRPmm ..1co n.e.. • JDNr eweEcrlaN AT NEm ro .....�m.e C ALLOW FOR pAiECTIQI DOOR 4 HARDWARE SCHEDULE .� rss Lart oaK L kAW ING 9KN9 F'IB 090. vxn INSTALLED By HCI•EGOODS (O'-0'CEIL4 OR LESS HANG ' naAI�d011nER 1n BOTTOM OF SIGN AT l'-6^AFF.FOR s as r xw moA ce saRrrrLmu OEILRYa OVER Q'-0^FIMY BOTTOM OF •gym SICK 4T W-6^AFF.-CUSTOMER v.n1 N1g.Dao •rrnm a a r••u eogzw user.reAK SERVICE. BOTTOM OF SICN TO BE a oPr>nv Sun n ne•crvaL e�6 r1e•Fa•uae»aeo•nb Naim�'•. . ' vNn onPoen.w ru •rarTon a.fm•L rsxnar ear a.A¢rae oat F'-m. •"•'•mw _ "'r' rnwNrra. •Rernaaa NP I!r maKr eTAq era•eErB FINAL LOCATION OF ALL HANGING REFI.ACE ALL DATLaGED DOOR NAFVUW E AS SPECF D N 16E e e e tv Sr.45 TO BE OETERMINDED BY Ro GENERAL REOUTA8FNT6 SECTION OF T!E REMODEL FRGUEOT roar ear gearreeo w An x•o<e Nu. Nd"EGOODB 41RVEY. M""" �r.A "m'eU"'°""m"°`°"'"""'""'^` .�T.LRaaaoaNRlg•r.,P, Co.Ra,•ri.P, ADA EXIT SIGNAGE w ,Wu...il�•.mAR Rw+.Rre•ae• D-n �'0G4N0Rp L NOTE: REFER To FIXTURE Na eFR.1.Q rae.e. r,wmrw.cor.ee,.L gR...R.DAA.ra.Aee,•R.eWE CLOUDED ITEMS .:.... ... :.. INSTALLATION MANUAL - O r, °aa.e aLar'e°°L-r°.�` m„'en«.�.,E •.,a�.R*.r�.R'^•°e^a...e ON ANY SHEET CP-1.137 FOR'ADA'EXIT +. RRRR..r., RLewrar.oaae.Rae^Na,e SIGNS AS.NOTED AT INDICATE h Dom, .LrFe�.A.•g, .aPYe - � DOOR LOCATIONS DFReN F�L.awe Fare uwDrP•Nw.IeWNaA.rArw . ITEMS/WORK R✓ N..A4 R..nrn<.eae ,PA.K pABOVE AND .a.✓.a A ��•, °� VEYOND THE 1 ] E3 PE WALL LAMINATE a,e �gER� D P.aNa abw<%A e t a,�a ' SCOPE_.OF.WORK. - POOR-TYPES -HEAD AND-JAM `_�--_—._,__ r TYPICAL FRONTL __--.____.__.__•....-.... ... __..—....�-._. aea.msro cer•Nam row:L aM same.—. _ ___.__-._ .__. _____ _�.. _.... ___..____________—_ ___ _ ___ -_____—__._..-_-.__...__ .___. .. ra.e,e aeoet coLae wre na R 'b'E�yppaet�`a R]fe � �L FO W L WALL ^°Dm ..wr.. nbrlc L au.AdaRl u r�1001A,CARCWIRT CAl.dt•TaOND PER T1E w1BNat uFGneC - fPlYAneAK axrreLebYdCBIeGJ•tL PLmneeK ebeObie O O O O 4FD{. earalRbWm er.Nwae eater n•N•nA4art a»1Ba ulroua O O ' Yete PER aolOn.a MAv,N o,E REOlAEO•i E•Ca1 eDb•T - ��p�TMQ < ,. - - CBnBe aaeE.•t eaN eos. • Ca9�A.PLItfaIBE5•PAAm�,....reDnnETs a ��' rmuE eler°4 rraea•r avL nA26Lepgd t0 rc Tap ROW OP TRArc CBIlEa6K 6 .a error• oee Krb wrE rY•Lalaz, ILO1R 4ET.4•a f✓qq1 n!TOP 6 RE 6000LA eArLEO(!e ' •PPA lrb Pwnaet N laE 1ldebame FAenFx Aatgtdnw NOTE.ALL DOORS A10 PRATte NOT eNoar+ON 1wE ELEN TpN MEET lCu TO BE PAINED 9ArE CILOR AS ewal•L, . WALL iAtIPB•g l✓_TRdK.AeTALL aOeE PLY•Tletl[MCC - _. ._ _ LATi4.aOlUTED d-nEWLL-aBwER.K(i0.LL41RIK.ehT-.ae•.a.-- _.._.__... ..__ .._ _. _ _.._..._... .._.._ .._ _ __ _.___-__... _.. .. ____ _.- .... SALES ROOK DOORS AND wA,ES. - ggey•TT•CN RTW]00 rRPE r COVERD ON �SGQa w elfT)•.LeVtbM x x mP�6Y SPECIFICATIONS FOR V.W.G. INSTALLATION ' _ �' 'VALgim 'rNOf PlrovlOED. . _ .r.r.r+w ..s.»w •..••r+w ea0•NalNme:•WEIE PLTUKYOl TO ANLL GETr1ER •!W4 IW7a'i SITE T1EY�r1E•R TOP6PLTTDOO Aa11r SLEET 11E ern TO 4E pa4TNa NdJ_e ME4R•a2T4 tCr NOOEx arN epPLaID N-OunFIL ROCK SC1BW. e@Y CaBTRIGTIOw T1E GG bML1 9�TNaT BIe3AfF4 PRE4Brt A 1RE Br'LvrN LEVEL FNBN.FNBN 4NALL BE ' Fl✓EE FRdT CR•IXS.DRRT,OLLST,RI8bEA1WTE5.2I!'Ar 3Ppt4 Ab WB1IdTGHS. - ELEVATION FOR NEW RUCs R.4GK TE�Wm!'blaBD K lelE KWRI6 - AAoao uLaLrrr HATED owvo,aa,E oa m,ED PRafR woLL BE,amwALL.EW OR,WaLL roE.LSE 5 tOP OF 1E O°" , APPLIuuION ArrD RmNE RB'W/i. ..Fp � CZ oee14N Nrgar B Pole ce 6PWe tlQn'a M IA^PBe AULL n u•TALL RBtivATwiS�0.D wALLOOVEI A 4NA11 BE RaOVED N01WY14 AI@ TO BE uNG1ED MO BMmED f0 - rP'P'� - { ' OP nE Y•rVNtl•W 4A0 M IETTCsaF ANT OlD ApEdVE.F NECEDSMT EaOSie16 WYL5 411ALL tE RQ-PfRED aPTN A GOM OWLITY HATE E ' TCP MAT Y,K rAW.tTORApFTe. OPNO OILlk'IED WATE PRA4R � - ApESTA?.Gl/RD PC-Itm rOR EO.eKlNEAVT DIRY.ApEdvE 4WYL BE WED. . - � � AL'MCE rd>92 IRCMr rRu MOl a01! _ ALL WORC B TO DE CpREIED NA NEAT Nm FTa6E89rQrAL M•NER tip . _IL `yam\\ ri•01A9 ro a A N01E Rllevvr S lf7�Ji .9E- -- - -_--- II aPLAatD"""'• ' YA�ANrr w.eR�. 1 DI4PLA I1lff«- I IZ CARRIAGE FLOOR BUMPER REFER TO FIXTURE INSTALLATION MANUAL CP-1.13/FOR'ADA'EXIT SIGNS. INSTALL AS NOTED!BELOW: INSTALL EXIT SIGN TYPE!L e C ON�ALL-VESTIBtiLE DOORS ® .P"r`icam Reagan. a ELEVAnor Mae r¢u NOM!R1eAlereesb FaeAL nNLL - r�cwrtEs Plea a'a"-ew`a°D.m is y'P T�or+• .nz"`�'° 'r ai".a�N'an eK�N°tPEa T*o vums rvrtN'-' - - I—INSTALL LL O DOORS EXIT SIGN'TYPE B ON ATHER EXIT rwow•naaee vm eR.ro�c eiawc ne TW aF ne ewaa*w TwE�naa au ue Ta xN PerselwLD x eoeoeD _ e.ewa®,�� ee reaaae•T®+ry NewrneT."'ilE e"a"relP�'"io ne uui eiwz uoER nw eor.ND I+oiNl® r-r D+r - maaler w�`iLeB"ia APPWPR'�`ATE N•tzpaniE Foq YWtAPPucrKNa �ti���ne 14 CONSTRUCTION PLAN.o LIG1rtNG FI%Ili>E - TOP. C2 NEW RUG ALCOVE - T Y T T Y . mm -ELEY•TiOel FOR NEW KRCIEN•ONeJG rOfJL WALL o • - _ _ _ �M eeT�eNEls ro�rw'BT4M PFR+�APPLPArEIe Off£_A��oPER P•ne� v4�aNC!turtle�ewAOa�re - b ONp90 N 4EN®11E1P vELrA',.�x Po D•� T1E 40TTPT W1N ePTL®NGI9WYr.not - 6PACE4 r1E YRYTOVEL ♦•NIEREOIaTE ,�j 611E eKN�D•eELK�6 SVE rW�f0.£R LeEe • 15 REFLECTED CEILING PLAN o "i,iLAaa � � �`�'I,�i� nE eorr�6nE tER6» w�nE DIVIDER ON EAO+ENO 2 NEW RUC:ALCOVE - ame sux®BY em•e•1N rwAracuaeEw _ ® <-a„ NOTE: FOR BED 4 BATH,TIE END SHELF DIVIDERS ARE SCREUED t0 A SHELF BRdOCET FROM THE MICE 90 1/ \ ^ vesT I vTaLLION THE SCWCIVIC 9 M NOT VISIBLE E1 THE OUTSIDE FR TO NOT SHELF ATE OUT MEN BCT•EW TWREft tSE BRACKET F Rode SJTC DIVIDER MAKE SURE 9CF2-W 19 9MORt ENOIYaH TO NOT F4¢TRATE INSIDE OF DIVIDER[SEE DRASMFLi CI¢E SmE eN.Ee 0.orn DWE a✓ N paA¢en] • rlw. tl ELEVAnON FOR NEW BED r GAIN FOCAL WALL VALANCE COVER - 13 ALUM.FRAME DETAIL - '�' V 3'°Lw E C101SR iron roLobr;� I6 POWER PLAN o G VITA - roP MOLDING'. • 2 NEW RUG ALCOVE Aar �, &aA • re.L LeTse eN•u Be T.Pe a»nw.Eco.o ruw.crgsD BY r.alrvaD.•eNce No euTaxmrrwle RaEbe onERux Nol® - . HOL OPHANE LIGHTING SCHEDULE �� r+oen A^xN rwDAvb To LoaER vALau eOVER b N e1EP e.-taro ar eorN P•rELe••O eaetl�N4ruL ro _ e1w.D LK w raEE Daal�o+a a: .we ewao�T. a ' - FI%TUFF LATIP4G - eEObl¢D. LZ 5 512E AEnARK'B ED RECESS 1 35O UNTt CRATED FETAL HALIDE NOLOPKANE aG-TG-T-22-35 . -ELE•S-SPEC .. POC WALL NSTALLATpN _ NPB ciS•N RLL w0.E!• W S'a 2' RECE88ED I 3S0 WATT COATED FETAL W IDE HOLOPHAaff HG-TG-T-2]_36pF{T- -ELE-S-SPEC-EM awn n..a A ELEVATKN FOR NEW VALANCE iOPFER MEeb+lOfi . RECESSED I !9®WATT COATED FETAL H(W.SJE HOLOFHNE 1G-TGT3.SSf'•IO W-SPEC sr.ri. + -�„y^'•,� w nIRRDFSY'E FDfdSARD TIR0IU �..+s'�T �,gr '`� THIS SHEET IS FOR REFERENCE ONLYIII UTILIZE THIS SHEET ALONG U11TH REMODEL PROJECT SURVEY AND SHEETS RCi d RC22 //�T Pm mawro Imo ` fl �®�r NO. fEV181Q1B GATE BY 'T IS ru ` r•rra '. _ P ® R ..8.�. RlF-I4wwA/aCn�'wiaew�0u 6I101 i(I-�� Q �.�.. �• y •• FLANVEO By.JL.P.GS a�O C-SET BT. JLP E y •• '• a• "'"© (F AFOLICl.BI_E) �r I' en vxaTva.- - - N . ®(��P (�,_q'/ CHECKED BY-GSAIB 7 FY[ o,SJy/ T°� SCALE.VS'.I'-0^ ROIYlD COLIHI mET41L 7 SQUARE C0112'N DETdIL A'JW /,NTH I I L•, A DATE:1/1A0 1zQ- / T 6 TYPICAL SNAP FRAME ELEVATION f� IV J 1 3 RG2 HTs.. RC] KiS. 1 f2TA'] ! l�SALES AREAi60X WALL DETAIL �. ceLIFFB Tao rsl•Llee cove;.:.. �����<���w�BaeE CEILING DTL.OVER RUCs RACK G2 oR•wNo b e4S ED N T I7FTAaCEl PFm-E<T RRMr b FPErFED M PP0.4CTeIRr 'a� RG] . mE oeTai.eoe wT.uuTwN oaDE ur xruL•eD.'�b Reg „ BY STANDARD DETAIL 51-IEET e51NGLE QUE KIMCO REALTY CORP. e ----- -- HONIEG:OODS -#172' HYANNIS, [VIA ® ® ® • 1070'IYANNOUGH ROAD PLAN 6/18J2010 11:34:22 AM FJM: SS# 36722 Homegoods Hyannis MA Spoke to Sally - Bldg Dept -Town of Barnstable Zoned: Zoning Decision Storefront 49t!•. Wall Sign Sally said that this site is maxed out on signage and that we have to do like for like if we are replacing the sign or reface .Ground Sign: to change a face panel we do need,a permit • - ID - letter To Secure Permit: 1 copy of drawings w/elevations Property auth - s illuminated, - n k ii s_ UL#' if ilium' ated can take up to 30-days to secure App is in.folder Pylon sign w. WORKSCOPE , w LL X-6"H. INATED "HomeGoods" FABRICATE&INSTALL LLUM 9 CHANNEL LETTERS •tVANOUGH ROAD PYLON CUSTOM REPLACEMENT Mgr ' katr t P .$ acs-.�Sa#; "ems ^w,` n.,aF-',`- -K.-'1. ?c `sty "tea.<,�s.','. t PRELIMINARY DRAWING ALL CONDITION5 MU5T BE FIELD VERIFIED FRIORTO FABRICATION L�GAIION DATE: C- ..._.....--VE .. _...__..__.._..._._...__..> .. _ Th,15 DR4WING'IS SUSMriTEU iLR ...-..._.__.....____._-. »._-_.._.. __......... _.._-_ ..._..._..... .-..__-6.ZZ,.].0..-..._ ......-•.. _.�-._....... ._ APPROVED BV: GLIE:N"r: -"-- n YOLI E:'Xr%J.1.Nf.ll..+C IN CONNECMON /� /�I 400 MACK DRIVE HOME GOODS#1.72 ?\.- ._8.30.10 Rfl C/ RINK/ SITE PLAN SERVICE f l3W iELI INC. I 15 NOT F3V /1�C C CROYDON, PA 190z 1 --. ----._.---._.S_NATER_� .a___... .. _. .---- OWN To ANYONE OLMSIDE YOUR v 1070 Lyanough Road. Y- _ JRUANIZl.TIO NOR S r F PH: 21 5.7B8.3898 CHANGES TO THIS REV z ._ pA�: N, rz TO n_ �ILECT Festival Plaza R!!n�NN BY RR -.......... .,..r,..... ... .. .. .. _. .. ........... ..- _ . .... .. ........... ;JF�k'.D,fQF3 F?O DLICE.O.I I:CJFIk_L)fa%'t...: .. - - .. ....... XI'mrrE I IN r ANY FASHION, FAX 788.7588 `�. wrrF-IrrtJ= IrIE EXPRESSED NC Hyannis, MA wfiGNC Ceruiietl S�I'E,T 693B PERMSSION or SERVICE SELFUT,INC. . fl 1 4 �., n � F7"j VJ7 ��ra[1b p � > T ' x x AA , yw•, i W e I k� r 4 . _ i rcr # Ui!. l o f .t "`i"'•,K# _.' :- .� .., -...'mot -n EXISTING FRONT ELEVATION PROPOSED FRONT ELEVATION FABRICATE& INSTALL 3'-6"H. LLUMINATED "HomeGoods" CHANNEL LETTERS 24'-.21/2 ® ® s 6/18j2010 11:34422AM F]M: SS#36722 Homegoods. .Hyannis MA SIGN MUST BE MOUNTED spoke to sally-Bldg Dept-Town of Barnstable CENTERED HORIZONTALLY & VERTICALLY FASCIA AREA r; Zoned: zoning decision INDICATED ON ELEVATION/PHOTO Wall Sign:Sally said that this site ris maxed out on signage and that we have to do like for like if we are replacing the sign or reface 4round Sign:to change a face panel we do need a permit I1� To Secure Permit: 1 copy of drawings w/elevations Property ID auth letter I , - ,� I %'I r/r� �� ILLU/Y/. SIGN EL�VATION UL#''s if illuminated-can take up to 30 days to secure I r �ii �1l �'' ( 1 I i r- 1/i/j" L/ ',� • •. I� �,ll; % �<,�����.�- _ �L%'��I �.�LC'�1��L �--���J i % ���� �� SCALE '/4"=1' i App is in folder SQUARE FOOTAGE (BOXED):84.7 SQUARE FOOTAGE (ACTUAL): 66.62 PRELIMINARY DRAWING ALL CONDITION5 MUST BE FIELD VERIFIED PRIOR TO FABRICATION • CLIENT: .. L�E:AT10N DATE: 6,'22 1-0_.._._ APPROVED BY; T!-ilE:i DRAWING h;F,IJI3�9ri Tf.-r.7 r-Tavt � ..,I,,I ,} """"'-"' ������ YOUR EXI"A 1 NE U.�G IN ;OMNC:LION ". 4OO WHACK DRIVE HOME GOODS#172 FRONT ELEVATION `Z— $ao 10 RR ,M,N A PROPEL,,-(BUNG Pt-ANNt_C BY 911RVICE CROYDON, PA 1 9021 s�� AS--NOTED._-. CHANNEL LETTERS rl ,rrLrT,IN I, NfTI 91i:.....__ .__.,.__.".,,;_-- 4� .a11Lft'JN'Ill ANYONE UEIISIOE :OLIR 1070Lyanough Road.PH: 21 5.7B8.3B9B _ RR -- -.-, - " -J 117\TION.NOR IS IT TOE3E(/I� ELE C Festival Plaza oR�WN BY Cfit�N�Es TO TI-ils F2r=v.: [�_ pq L/■ _........ _.__..._..__. __.""._ , t:O.n RE'F f t OL3(:'E CJ * ;IF_'L' ..f{ . FAX 788.758E _......_. _..._._...... .._ ........ .. ........_ {c Ex1-11F3Ef`o IN Aw FA 1noN. NCHyannis, MA �tL � y,T1E , CIF CXI 1 HED SRE 1f 6938 - ..,a)_. f"E,2P 1.'i'.WDN O M-RICE.;;EL.GI'"r;INC. .. f 24'-21/2" PREFERRED MOUNTING 2"x 2" x 3/16" - ANGLE MOUNTING CLIPS (MIN - - 4 PER-LTR REQ'D) HELD W/ 3/8" GAL. THRU BOLTS & ALUM SPACER FOR EIFS (SILICONE CAULK SEAL AT WALL PENETRATION) ALL H'WARE - CONTINGENT ON ACTUAL WALL `D I CONSTRUCTION I I M I .050" ALUMINUM RETURNS PRE FINISHED MATTE BLACK �.,. BLACK TRIM CAP (1 UP TO 4' LETTERS, 2 TRIMCAP &;„ OVER 4' HT.) h, : ' i i L" - 9 ILEUM. SIGN ELEVATION '/2" SEALTITE AS REQ'O 3/16"THK. RED PLW FACE#2793 US LED LIGHTING STRIPS (RED) MTD. TO LETTER BACK WITH VHB TAPE & FASTENED WITH POP RIVITS @ 18 t : I D.C. ELEC. CUT OFF SWITCH ON RETURN - - ; O I — ---------=------ ------ ---, . CAULK WALL PENETRATIONS I O ' I @ ,. J-BOX BY ELECTRICIAN POWERPACK AS REQUIRED (US LED) 090"ALUMINUM BACK -SQUARE FOOTAGE (BOXED):84.7 16/18/201011:34c22 AM F7M: SSA 36722 Homegoods Hyannis MA INTERIOR OF LETTER PTO.WHITE. ., I � - - I-- - � , LET-R-LOC CONSTRUCTION i spoke to sally_Bldg Dept-Town of Barnstable (CAULK CONTINUOUS) I I I O n i Zoned: Zoning Decision „ Wall Sign:Salty said that this site is maxed out on signage and that we have 1/4 DIA: DRAIN HOLE (MIN. 2 PER LTR.) to do like'for like if we are replacing the signor reface Al BLOCKING BEHIND STUDS AS REQ'D. f I SQUARE FOOTAGE (ACTUAL): 66.62, I , Ground Sign.to change a Face panel we do needy permit NOTE: ALL ELECTRICAL PENETRATIONS x I To secure Permit:1 copy of drawings w/elevations-Property ID-auth letter TO BE ON ONE LINE (HORIZONTALLY) CIRCUITS REQUIRED ui#'s if illuminated can take up to 30 days to secure a (1)-20 AMP App is in folder 120 VOLT 20 AMP PRIMARY ELECTRIC ® L (120 VOLT) CIRCUITS BROUGHT TO SIGN AREA W/ FINAL REpuIRED , CONNECTION BY OWNER. 10' WHIP-LENGTH REQUIRED ` HOME GOODS LETTER SECTION (RED FACES) • PRELIMINARY DRAWING ALL CONDITIONS MUST BE FIELD VERIFIED FRIORTO FABRICATION i� LOLAl70N DATE I APPROVED BY: CLIENT: ___ __ .._ .._.__..__ _........_.. ___._._..... . ... IE,IN C ir.O furs 8 3010 RR_ YOUR EXCLUSIVE LI.r'E.IN GONN[f_I'lON _ "'-""-- WITH A PROJECT'BEING PLANNED BY ' CEP\/,�C 4❑D MACK DRIVE HOME GOODS#172 _ ^ _- CHANNEL LETTERS y__ __ /�\ VICE S�"'�� ..._._AS_NOIED.__ =� SERVICE Sf1ECT INC.IT IS NOT TO BE V CR❑YDON, PA ,9Dz, 1070 Lyanough Road DETAILS ! _._ SHOWN, ANYONE OUTSIDE YOUR ORGANIZAMON, NOR I IT rO BE PH: .21 5.7138.3S9B RR CHANGES TO TNI6 REV.: ._..�_ _ DATE: y _. _. _.. - 3E�ECT Festival Plaza DRAWN!3Y ---- USED,REPRODUCED.ODUCED L[Jf It_CJ OR FAX 788.7588 _. - ._ �, Ix,ur rrt D mr Aviv FA ,nerN, INCNCHyannis, MA , wrrf,r,r J7IF rx RE _,EI2 sn-E:# 6938 PERMISSION OF SERVILE SELECT.,INC. e " i i •x. Mnl,lpMTMNMi + r e WTe• .+•. 'A. ww5':Flvwi' �' ... ..ee. ..a.ar..� hMk ..Ww.+�,M*efx.av .:.. n+rwa.:n+Ms-... rw"y ,. r N ... � �'T �+� r�rR1M� ..w-„y`,µ +... . e r � .. '"•�nWy;..—...p•�,v.w« .. d�a.i�tgnF� 'ky+�•..: ..•'"^^rM^,r�"i` m ..rev AAR"� e x - i r< a rwG• >� it , ° • 1 " A 1 x.. f EIRMn^^ M�� pym :. mmlptnnrcmmaaIDAu.rttvyw uq' "'4•q:�,,.r w e�.. �� •. . ,aid n. - � -. �1Vou U� mTar r 1 EXISTING ELEVATION PROPOSED ELEVATION ® ® • • 102„ eq, eq. INSTALL NEW SIGN FACE: . —> . ► 6/18j2030 11:34c2ZAM FJM9 SS# 36722 Homegoods. Hyannis MA . - 3116"THK. WHITE LEXAN Spoke to Sally-Bldg Dept-Town of Barnstable W/ TRANS. RED VINYL eq. If Zoned: Zoning Decision BACKGROUND OVERLAY& . iv iv WHITE COPY r r D Wall Signs Sally said that this site is maxed,out on signage,and that we have TO EXISTING D/f P'YLON M VD D to do like for like if we are replacing the sign or reface Ground Sign.to change a face panel we do need a permit e q To Secure Permits 1 copy of drawings w/elevations-Property ID_auth letter OVERLAY WHITE - 98„ - II if illuminated-can take u to 30 days to secure P LEXAN App is in folder RED VINYL TENANT PANEL 3630-33 RED (2 REO'D.) PRELIMINARY DRAWING SCALE:314"= 1'- 0" ALL CONDITIONS MUST DE FIELD VERIFIED PRIOR TO FABRICATION s I_C_lCAl7GN DATE: „6`22 10 .._ APPROVED BY: THIS DI71WINf.i 7S'�UBMI1 Tt:'C F'OR HOME GOODS#172 PYLON s ao io gR,_ YI7l1R A PROJECT E IN h,INNE BY //��ER ICE ION 400 MACK DRIVE , ` - ( ` v ` lk I1H 11 RUJEC.T'BEING I I.gtJNk'U F3Y' /V``, S��• AS..NATEU__. � _ ER."ICE rFLEr-r,INC. IT 19 NOT'iLl CiG FF CROYDON� PA ,90z, 1070 Lyanough Road ----,__" — CUSTOM REFACE �, _ _ SHOWN 10 ANYONE OLr,51DE YOUR PH: 21 5.788.389E CHANCES TO THIS REV / _ C ROA IITA1-10N.NOR i R TO Rf 6ELECTFAX Festival Plaza I7 AWN BY D :.......... .. ........ ........ ......... . _ ...__, ,.. ilIJf;IE:D 7813.751313 ....... .. ��......... ��. F-YI 01`TEO IN ANY FAST ION. INC1NC Hyannis, MA = "11HUUI THE EXPRESSED - WBENC C©rclC SITE # 6938 Gtl\ PCPMISSION OF SERVICE SELECT,INC. HOMEGOQDS #172 HYANNIS, MA ® ® jr- 1070 IYANNOUGH ROAD PLAN 6/18/2010 11:34:22 AM F]M: SS# 367.22 Homegoods y s HanniMA Spoke to Sally - Bldg Dept - Town of Barnstable Zoned: Zoning Decision Storefront Si n - 9 Wall Sign:Sally said that this site is maxed.odt on signage and that we have to d . for like if we are replacing the sign or reface o like Ground Sign: to change a face panel we do need a permit - y I - letter To Secure Permit: 1-copy of drawings w/elevations Property D auth q f - L#'s ifilluminated. . . -. . n ke up to 3 days to r U can to 0 secure " App is in folder Pylon sign WORKSCOPE LL X-6"H. N TED "Hom ods" 9 FABRICATE& INSTALL LLUMI A eGo CHANNEL LETTERS IVANOUGH ROAD PYLON CUSTOM REPLACEMENT Q 9 � I L q eqi le 1 gyp: PRELIMINARY DRAWING ALL CONDITIONS MUST BE FIELD VERIFIED FRIORTO FABRICATION 9 - APPROVED ..____,.--...�_�_._.�__..-.W-._._ CLIENT: R HOME GOODS#172 ___u.__8-30.10 RR YOUR EXCLUSIVE 1SIVE USE.IN CONNECTION E, \V�CE 40D MACK DRIVE sf.IRvICE sr�crTwrlNlr I Nrnk n�EE CROYDON, PA 19021 SCALE: _....._...._AS_NOTER...... SITE PLAN l - 1070 Lyanough Road 111TNN R]ANYONE OL71 IDE,YOUR CF `C/`/�T .7BB.389B Ok:A1Vlr ❑r �/��1 V ■ PH: 2 5 ... _.._... .. ......_.- ....,..... ._ ......_.. _. ...... ., ., USED. A"I NOR I� fI'l'Y7 Flk". _ CHANCES TG 71115 f�EV �._ - ED HI 1 ^V`\ - DATE: 1•" U.REPRODUCED.COMM I..E Festival Plaza DRAWN E7Y _� _.. FAX 788.758E _. ._ _.. _........_.. ._._.._. RR......... _....._ MFD IN ANY A 1 ION NCHyannis, MA �_. _ WIT1�Oul THE LXPRES5Ep _ i SITE'7 6935 - PORmISSION OF SERVICE SELECT,INC. ' WE)ENC Cerclfie� Ya: 7111� i • i ' 1 € k „ .. SWOUL .. 4 cn xei ry , Y Y I iewR" rr r ix r +:ate - - -' .. y'•` - -. �,'• EXISTING FRONT ELEVATION PROPOSED FRONT ELEVATION 9 FABRICATE& INSTALL 3'-6"H. LLUMINATED "HomeGoods" CHANNEL LETTERS 24'- 21/2" 6/18/2010 11,34,22 AM F3M:SS# 36722 Horriegoods Hyannis MA SIGN MUST BE MOUNTED Spoke to Sally-Bldg Dept--town of Barnstable CENTERED HORIZONTALLY & VERTICALLY FASCIA AREA M Zoned: zoning Decision INDICATED ON ELEVATION/PHOTO Wall Sign:Saliy.said that this site is maxed out on signage and that we`have to do like for like if we are replacing the signor reface Ground Sign;to change a face panel we do need a permit - . - ----r-- -- ---- I -ram; 7TES ILLUM. SIGN ELEVATION To Secure permit: 1 copy of drawings w/elevations-Property ID=auth letter I� �- . i�� - I I LJ L-v . r,• 7 / i r� - - UL#'s if illuminated can take u to 30 da s to secure I = r ') } �' ' •Jr p y LL �i 'L-e��a/ � % i App is in folder _ m SQUARE FOOTAGE (BOXED):84.7 SQUARE FOOTAGE (ACTUAL): 66.62 PRELIMINARY D RAW I N G ALL CONDITION5 MUST BE FIELD VERIFIED PRIOR TO FABRICATION TI-4IS DR WINO IS SUUMII'TED II,R DL_IE:N'T: i � ..._....._._ _. ......__ .._. ...... ... - ..,. YcniF rxla n ivr.t,�r w t rinlNr'rte�N CC�\VICE 400 MACK DRIVE HOME GOODS#172 FRONT ELEVATION z�� � e.ao io RR_ _ G Y WI7Yi I\f''kL]JFl l FlEINLi f°I1�NNt U E3Y SCAM: ---_.__AS_NOTED-_. �- -�_� FRvlre SELECT.INC: IT I NL7t'fCt 43F' /V�\ CROYDO N; PA 1 9021 1070 Lyanough Road "�� CHANNEL LETTERS ��... .. SHOWN TO ANYONE.OLRSIDE YCItJR IL PH: 2 1 5.7BB.3898 CHANGES TO THIS REV.: _ D �- - - -- ORGANIZATION.NOR IS Ir TD BE - 6ELECTFAX Festival Plaza DRAWN BY: RR _._._._..._... _.__ _, ..___ ry — 4TE USEO REPRODL CED f OPIED OR 788.75B8 - --. ... _.. - v�_.I NC: Hyannis, MA rKI11OtTFD IN ANY PRESI DD _._ �I 1.:.._........_ ..�..._ _.._ wrn,r u�l r;I" Exr r t E.D SrrF_ /�' Ei�3F3 ,� -' ._•. PERMISSION OF BE':RVIt.G _....._...._.....___... ................. .. - ;r4.L.1."i INC. 'I it on tin. 24'- 2 1/2" PREFERRED`MOUKING 2"x 2" x 3/16" C7 L ANGLE MOUNTING CLIPS (MIN . 4 PER LTR REQ'D) HELD W/3/8" GAL. THRU BOLTS & ALUM SPACER FOR EIFS (SILICONE CAULK SEAL AT WALL PENETRATION) ALL H'WARE _ CONTINGENT ON ACTUAL WALL `D CONSTRUCTION I I .050" ALUMINUM RETURNS PRE FINISHED MATTE BLACK BLACK TRIM CAP (1" UP TO 4' LETTERS, 2" TRIMCAP I I - " �IGfflEATIONOVER 4' HT.) � ' �� � � "� i ::: iILLUiVI „ I. I 18"-1 /z SEALTITE AS REQ D r 3/16'"THK. RED PLEXI FACE#2793 US LED LIGHTING STRIPS (RED) MTD. TO LETTER BACK WITH VHB TAPE & I ' FASTENED WITH POP RIVITS @ 18" O.C. ELEC. CUT OFF SWITCH ON RETURN - 0 I ----------- ---- ---------- CAULK @ WALL PENETRATIONS O J-BOX BY ELECTRICIAN POWERPACK AS REQUIRED (US LED) I i - .090" ALUMINUM BACK I I 1. SQUARE FOOTAGE (BOXED):84.7 761:18/20010ti.34-22 AM'O03M; SS# 36722 Homegoods Hyannis MA INTERIOR OF LETTER PTD.WHITE LET-R-LOC CONSTRUCTION i _ I I— spoke to sally-Bldg Dept-Town of Barnstable (CAULK CONTINUOUS) y j Zoned: Zoning Decision 1/4" DIA. DRAIN HOLE MIN. 2 PER LTR. I l — wall Sign:.Sally said that this site is maxed out on signage and that we have ( ) I I to do like for like if we are replacing the sign or reface SQUARE FOOTAGE.(ACTUAL): 66.62 BLOCKING BEHIND STUDS AS REDID. I I Ground Sign.to change a face panel we do need's permit NOTE: ALL ELECTRICAL PENETRATIONS j I To Secure Permit: 1 copy of drawings w/elevations.-Property ID r auth letter I -UL#'s if illuminated can take up to 30 days to secure TO BE ON ONE LINE (HORIZONTALLY) r CIRCUITS REQUIRED , (1) -20 AMP App is in folder I Y 120 VOLT 20 AMP. PRIMARY ELECTRIC o L (120 VOLT) CIRCUITS BROUGHT TO SIGN AREA W/FINAL REouIREn CONNECTION BY OWNER. 10' WHIP-LENGTH REQUIRED HOME GOODS LETTER SECTION (RED FACES) ; PRELIMINARY DRAWING ALL CONDITIONS MUST BE FIELD VERIFIED FRIORTO FABRICATION 9 -- _ LOCATION DATE: APPROVED Bl'. THIS DRAWING IS uUHM:iTE'D FOR OLIF::N,"' __....__ _. ..6...22_ Q__. .. __. ._ _.- _. _ ...._ _. �_ B 30 1O RR vGt"R exl^aI51vE IL�I IN c..�Nnlrrnlnnl " C��`/�/"'C 4D❑ MACK DRIVE HOME GOODS#172 CHANNEL LETTERS - WITH A I ROJECI SLING PLANNED OY wV\ VICE SCALE. - „w,� �, SERVICE SELECT.'T.INC IT I. NLTr ILI LIE �._: AS.NOTED DETAILS CR❑YD❑N, PA 19021 jr, 1070 Lyanough Road a._ . ._ _._ SHOWN fC ANYONE OUISIDE YOUR PH: 2 1 5.788.3898 CHANGES To THIS REV: _ DATE: ORC\NIZAT7DN.NOR IS R TO eE - ;5ELECTFestival Plaza DRAWN BY: RR^ -__—. _._ _— ____. — _. ,____._______�_._ .__ _.__FAX 788.7588 _ _ �_ �_..._ _ l R NCHyannis MA SCXHIRITE.0 IN ITL DD �x COPIED wccNc cn.cre8 :, .STrE ,k 69'3 t� a 7 - .........-. ....<...... ...._..:_. ... .w.........: ...... __..._. PERMISSION r.:;iON tJi �iER�ILf �-,F"L C'f:: • + . W •c x p iVP.�I,F� I "ep, a _ _ r 10 41 J, -^* '�'"'-'w.w'r «» .,� ...�.r.,+�.w.-+-..aa+ew,..�.w.......,.�....._ - � ...,.+,�.N.,aww, �.-e,.-a.� ..., ,. .� nw.�ncemraw.�t«�'+•w,» _ ` .+-.,-.h"s... c r� r x r t u.k h v �J y�e i O � !r O eu , u y` w- :sr� .. �� --:x�`--.,.,.-„� :.,..�-:.. •ate,�. .-�� - y # E; P t' EXISTING ELEVATION PROPOSED ELEVATION • ® e _ 102". ♦eq. eq.' INSTALL NEW SIGN FACE: - i6/18J 010 11:34:22 AM F]M: SS# 36722 Hoinegoods - Hyannis MA � 3/16"THK. WHITE LEXAN Spoke to Sally-Bldg Dept-Town of Barnstable W/ TRANS. RED VINYL' eq. "BACKGROUND OVERLAY& Zoned: Zoning Decision . cV 04 WHITE COPY r r D Wall Sign.Salty said that this site.is rnazed out on signage and tKat we have TO EXISTING D/f PYLON M D to do like for like if we are replacing the sign or reface „ Ground sign:to change a face panel We do need a permit eq. To Secure Permit: 1.copy of drawings w/elevations-Property ID-auth letter OVERLAY WHITE 98» UL#"s if illuminated-can take up to 30 days to secure LEXAN App is in fodder RED VINYL TENANT PANEL 3630-33 RED „ (2 REu'O.) PRELIMINARY DRAWING SCALE:3/4 — 1 0 ALL CONDITION5 MU5T BE FIELD VERIFIED PRIORTO FABRICATION I.00AI7QN DATE: iHIS DLAWINO IS SUSMIriED MIR 6.22�.0.... APPROVED BY. CLIF_N T:- ..._.....__.._._._....- ....__....._..�.___._.. __,.................. .�-_._.... ....._____ ........_......_..m_._.. - IVE tnN R HOME GOODS#172 PYLON eR_ YCILIR A PRO EO BFI IN CONNED BY CEO \�C� 40D MACK DRIVE wRVI E RDEEcr I;I�nNNeD v r CROYDON, PA 1 9021 5�� AS_NQ.TED.__ �- — ERVIGF_SGLECf INC.e m I,NET n�E v1070 Lyanough Road --""-`-��-"F CUSTOM REFACE ,__�.. __.�..__.._._ SHOWN R7 ANYONE OUTSIDE YOUF7 6ELECT PH: 2-1 5.78B.3898 CHANGES To THIS REv.: Lij-_._ ORCANIZATION, NOR S IT TO BE Festival Plaza DP..NNNI BY: RR __...__-..._.-__. —___- DATE: -___ _-_._-._- __.. USED.REJ'ROOUCEO.COPIED OR FAX "788;75B8 -- -— .._ - --— - - �._,. ---— -— ---- INCNC Hyannis, MA IXHIBRFD I-ANY FASHION, SITE fiE 693E N1r'IiOU'I' TtIE EXPRESSED WBENC Cercifieif ___-_.. ____.._...-.-.._._..._.._..._�...�_. ':':'.?...- ..........____.__......_ PERMISSION OF SERVICE SELECT,INC,