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HomeMy WebLinkAbout0068 CENTER STREET - SPECIAL PERMIT - PROJECT MAIN PARCEL 4 � v v� 0 i 1 - - - �- ,� y,,,p-r _ _ -�. a 5 f i � w ._ , �. �. Q% Ciw vl ©tn � �� I Bk 21310 l`s?7 `W-54705 IKE &.MSS& BARNSTABLE TOWN CLERK Town of Barnstable Zoning Board of Appeals .06 JUL 24 p , ,20 Decision and Notice Special Permit 2006-03—Code Realty,LLC Special Permit- Section 240-24.1-3(C)(1)(a)(3) and 240-24.1-3(D)(4) to allow a 36,261 s.f. mixed use devel opment Summary: Granted with Conditions Petitioner: Code Realty,LLC Property Address: 70 Center Street,Hyannis,MA Assessor's Map/Parcel: Map 327 Parcel 154 Zoning: Hyannis Village Business Zoning&Groundwater Protection Overlay Districts Relief Requested &lin kground: In Special Permit request 2006-03,the applicant seeks to construct a 36,261 s.f mixed use retail and residential development, including 12,315 s.f. of ground floor retail space for.5 retail suites and 16 residential units within the second and third stories totaling 23,946 s.f. of residential use. The applicant has applied for a special permit pursuant to Section 240-24.1-3 to allow a building setback greater than zero(0') and to allow off-site parking pursuant to a lease agreement for property located not more than 300 feet from the proposed development. The applicant seeks to build sixteen(16)residential units on the second and third floors over proposed ground floor retail uses. The sixteen(16)residential units include two(2)one-bedroom units and fourteen t (14)two-bedroom units. Of the sixteen residential units,two are proposed as affordable consistent with the Town of Barnstable Inclusionary Affordable Housing Ordinance. The two affordable units include one(1) one-bedroom unit on the second floor and one(1)two-bedroom unit on the third floor. The lot includes an existing commercial building and associated parking along the Ridgewood Avenue side of the lot;the remaining portion of the lot was formerly occupied by a miniature golf course that was razed, and includes an existing approximately 500 s.f. building currently used as an art studio and art school. The applicant stated his intention to divide the lot into two lots in order to create a new lot 68 on Center Street. As discussed,the new lot at 68 Center Street would include the new building and the art school, and the newly reduced lot at 70 Center Street would include the existing commercial building and associated parking. No subdivision has been applied for or approved by the Town. According to the Assessor's Record,the 70.Center Street is approximately 3.06-acres. The applicant purchased the property in January of 2005. Copies of the plot plan were submitted by the applicant showing the existing structure and the proposed mixed use building and associated parking, access ways and landscaping.Elevations and plans for the first second, and third floor layouts were submitted. Procedural &Hearing Summary: This special permit request:was filed at the Town Clerk's Office and at the Office of the Planning Board on June 9, 2006. A public hearing before the Planning Board was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing opened on June 26, 2006 and was continued to July 10, 2006, at which time the Board found grounds to grant the special permit subject to conditions herein. Felicia Penn,Marlene Weir,Patrick Princi,David Munsell,A.Roy Fogelgren, and Steve Shuman were the Board Members deciding this special permit request. Attorney David Lawler represented Code Realty,LLC before the Board. Attorney Lawler explained negotiations with town staff regarding the building location and design. He noted the proximity of the proposed mixed use development to the Regional Transportation Center. He expressed that this development will improve the"worst"curb cut in Barnstable because the developer will redesign the curb cut at the intersection of Center Street and Ridgewood Avenue as an exit-only,right turn out access. He stated that it is hoped that the redevelopment of this site will encourage neighboring properties to invest in redevelopment of the entire street. Mr.Lawler stated that parking serving the existing commercial building (which the applicant intends to divide into a separate lot, and for which the applicant will provide a lease agreement for shared parking)is off-peak with some of the proposed uses at the newly proposed mixed use development. Patty Daley spoke on behalf of town staff in the Growth Management Department. She noted that the proposal presents the type of mixed use development that is encouraged in the Hyannis area. Mixed use is also encouraged in close proximity to the Regional Transportation Center. She expressed staff support for a waiver from the zero lot line building setback due to the alignment of existing buildings adjacent to the site. She noted that extensive landscaping will soften the scale of the building and contribute to the streetscape. Public comment was requested and no one spoke in favor or in opposition to the request. The Board discussed the proposed plans. Mr. Shuman asked why parking in front of the building was parallel instead of angled. Attorney Lawler stated that town staff had requested parallel parking to reduce the visual impact of parking in front of the building. Mr. Fogelgren asked about the redesigned curb cut at Center and Ridgewood Avenue. The newly proposed exit-only, right turn out configuration was discussed. Ms. Weir asked about the building elevations. Patty Daley explained that the building mass met the zoning requirement that no roof fine shall exceed fifty feet(50') in length, and that the central dormer was redesigned to be larger than the side dormers. Ms. Daley noted that landscaping will assist in breaking down the mass of the building. Findings of Fact: At the hearing of July 10,2006,the Board unanimously made the following findings of fact: 1. Special Permit Request 2006-03, Code Realty,LLC. The property address is 70 Center Street, Hyannis,MA, as shown on Assessor's Map 327 Parcel 154. This property is located in the Hyannis Village Business zoning district and partially within the Groundwater Protection Overlay District. 2. The site is a developed site with an existing commercial building and art school. A miniature golf course that formerly occupied the site was razed. The location of the former golf course is the location of the proposed mixed use building and associated parking. In the event the lot is subdivided,the applicant proposes to use existing parking serving the existing commercial building to provide some p;arking for the newly proposed development via a lease agreement. 3. The applicant has applied for a special permit pursuant to Section 240-24.1-3.C.La.3 to waive the zero lot line building setback. 4. The applicant has applied for a special permit pursuant to Section 240-24.1-3.D.4 to allow for off- site parking on a leased lot within 300 feet of the proposed development, in the event the lot is subdivided. 5. The applicant seeks to create a mixed use development of 36,261 s.f. including ground floor retail space of 12,315 s.f. and second and third story residential space of 23,946 containing sixteen residential units. Of the 16 residential units,two(2)are one-bedroom and fourteen(14) are two- bedroom. Of the 116 residential units,two (2)units are proposed as affordable consistent with the Inclusionary Affordable Housing Ordinance, Section 9 of the Barnstable Code. 6. The Board finds that the proposed building may be set back from the zero lot line of the property consistent with Sections 240-125.C, and 240-24.1-2.E of the Barnstable Code and with the Hyannis 2 Design and Infrastructure Plan, and that relief may be granted without harm or substantial detriment to the public good or the neighborhood. In support the Board finds that: the project is located on Center Street in an area of existing buildings that are not located on the zero lot line; and the increased building setback will not create significant interruption of the alignment of constructed sidewalks; and the parking proposed for the front of the building has been minimized,with a majority of parking located to the rear of the building; and sufficient pedestrian access and landscaping is proposed to orient the site and building to pedestrian traffic, including a pedestrian interconnect with the abutting Regional Transit Authority property; and the development provides for or supports mixed use development; and the develo pment provides for a change in pavin g materials,textures or colors where pedestrian circulation paths cross vehicular routes. 7. The Board finds that directing stormwater to vegetated swales removes pollutants from stormwater prior to discharge to groundwater; as a result, it is a benefit to the community to reduce the number of required parking spaces in order to accommodate a passive stormwater retention system in the northeastern corner of the site(behind the existing building and abutting the RTA property). 8. The site is bisected by the Ground Water Protection zone. 9. The Board finds that a community benefit is derived from increased landscaping in parking areas, and that in the event the applicant subdivides the lot at 70 Center Street, an off-street private parking lot will exist within 300 feet of the proposed use. As a result, in the event 70 Center Street is " subdivided,parking may be reduced by eleven parking stalls provided that a lease agreement is provided on the newly divided abutting lot. The Board further finds that the Hyannis Design and Infrastructure Plan does not currently contain a schedule of parking fees. Decision: Based on the findings of fact, a motion was duly made and seconded to grant a Special Permit pursuant to Section 240-24.1-2 and 240-24.1-3 to allow for a proposed 36,261 s.f.mixed use building subject to the following conditions: 1. Applicant shall construct the project consistent with: the plans entitled Mixed Use Development, 68 Center Street,Hyannis,MA,June 15,2006,revised June 28,2006, sheets 1-10, as they.may be revised consistent with this decision; and the plans entitled Hyannis Residential/Retail Condo, 68 Center Street,Hyannis,MA, by JGA Architectural Design,Pawtucket,RI, dated June 14, 2006, sheets Al.I through A1.5 and A51 through A5.2. 2. ) pplicant shall be:responsible for resolving any issues relating to the Commonwealth-owned right of way running parallel to the north property line. 3. Applicant shall provide,tw'�oaffordablenit us-within the development. The affordable units shall be provided as follows: One(1)one-bedroom unit shall be provided on the second floor and one(1)two-bedroom unit shall be provided on the third floor. The affordable units shall comply with all terms of the Barnstable Inclusionary Affordable Housing Ordinance. Affordable units shall be in form, substance and location consistent with market rate units. 4. Applicant shall provide concrete pavers(instead of stamped asphalt or stamped concrete)in the parallel parking areas in front of the proposed building. 5. Landscaping: Applicant shall provide landscaping consistent with the above-referenced plan showing the following: Street trees shall be 2 inches or greater caliper and shall be planted thirty-feet on center. Ornamental trees shall be planted in front of the building(within the two front facade recesses) and at the two front corners of the building. The landscaping plan shall be modified to show an enlarged landscaping area in the northwest corner of the site (along Center Street in front of the existing building); remaining pavement shall accommodate no 3 more that-twenty-foot(20')parking stalls and a twenty-four foot(24')travel lane. The sloped arisa between the Center Street sidewalk and the edge of pavement for the front parking area shall be suitably landscaped. ,66�The proposed building shall include a full emergency sprinkler system. The proposed building shall Cincludo-one or,more standpipe(§)as=required:by_the_State Building Code and.as approved by-the � "Hyannis Fire District? �/✓7.-(A-smoke door wil_1'need?to be provided at the corridor mid-point on the residential floors(2°d and 3rd _ floors)for emergency containment of smoke. `8 Priof to..tlie issuance.of a building permit; the following shall be provided: Location of access to water supply for the proposed building shall be identified. Applicant shall provide domestic water service by a separate line to the building. Hydrant service shall be provided by a separate line and shall be a minimum of an eight-inch(8")line. Fire flow tests shall be performed by the applicant's fire prevention engineer and shall be provided to the Town's Water Division and the Hyannis Fire District for review and approval. Applicant shall provide water main upgrades if necessary to provide adequate flow to the site and building. Applicant shall grant an easement of not less than twenty-feet(20') to the town for the looped water main and hydrant. All water services and water main upgrades shall conform to the requirements of the Hyannis Water Division and the Hyannis -� Fire District. 9�Prior o the,issuance:of,a buildirig_eefmit, all fire equipment shall be located as shown on a plan to be reviewed and a1pproved by the Hyannis Fire District. Three copies of said plan shall be submitted for review and approval. 10. A minimum twenty-four foot wide distance between the existing 10,000 sq.ft. retail building and the proposed building shall be provided for traffic flow within the site. 11. The slope of the site from the Center Street sidewalk to the front of the proposed building shall not exceed 10% as measured from the top of the existing curb. 12. Construction techniques and signage shall ensure that there shall be no right turn upon entering at the main Center Street entrance/egress. Traffic flow will flow straight ahead(east)to the back of the site. The parking lot and lane to the front of the proposed building will flow one-way to the north. 13. Construction techniques and signage shall ensure that the Ridgewood Avenue curb cut shall be a one-way,right-turn-out only(exit only)access way. 14. The plans shall show a potential vehicular interconnection between the southern boundary of the site and the adjoining property at Assessors Map 327 Parcel 155 (the abutting lot). The Applicant agrees that if so requested by the Planning Board as occasioned by a significant redevelopment of the abutting lot,Applicant shall enter into good faith negotiations with the then-owner(s)of the abutting lot to.create a vehicular interconnection between Applicant's lot and the abutting lot. 15. Applicant shall create passive stormwater retention areas in the northeast and southeast corners of the site, and within planted parking lot islands behind the proposed building. Where curbing is currently proposed to channel stormwater to vegetated stormwater retention areas,such curbing shall be re-designed to provide for the sheet flow of water over the pavement to planted areas in order to reduce scouring and washing of mulch into drainage structures. 16. Applicant shall maintain the pedestrian interconnection between the site and the abutting Regional Transit Authority property. Additional crosswalks shall be provided to facilitate pedestrian access within the site and handicap access shall be provided. Where pedestrian crosswalks intersect vehicular routes there shall be a change in paving materials,texture, or colors to emphasize the conflict point, improve visibility,enhance safety,and provide added aesthetic appeal. 17. Applicant shall reconstruct the sidewalk along Center Street along the western property boundary (from the southern edge of the western property boundary to the northern edge of the western property boundary). Said sidewalk shall be constructed of concrete and granite curbing and shall be constructed at a width of no less than six feet, and shall be constructed;prior to-the issu n e—of"any Certificate of Occupancyfor-the building f` 18. Appli nt shall provide a cash bond or letter of credit in the amount of$10,000, in form and substance approved by the Town Attorney and Town Treasurer's office,for landscaping materials 4 r and labor. Funds not expended may be returned upon a request from the Applicant or its successor after three years from the issuance of the first Certificate of Occupancy. 19. Applicant and its successor(s)shall maintain all landscaping and drainage facilities in perpetuity. 20.-Each residential unit shall have a minimum of one space designated for use by the residential unit. 1-.vPr or_to,the issuance of any.occupanc_y_permi6he applicant shall provide a lease agreement with the owner of the lot abutting the northern property boundary for a minimum of eleven(11)parking spaces. Said lease agreement shall be in form and substance acceptable to the Town Attorney. In the event the lot at 70 Center Street is subdivided after the issuance of any occupancy permit,then said lease agreement shall be provided within fifteen(15) days of the recording of said subdivision plan. 22. In addition to permits,plans and approvals listed above, any and all permits and licenses required shall be obtained. 23. A final revised plan depicting all of the findings and conditions as set forth in the Planning Board Special Permit decision, and any outstanding issues as identified by the Site Plan Review Committee, shall be submitted. �-"'_2r 4 Upori completiori`of,alLwork, aregistered engineer or land surveyor shall submit a letter of certification,made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning, Section 240- 104(G). This document shall be submitted prior the issuance of the final certificate of occupancy. 25. The applicant shall comply with all other requirements within the HVB Zoning district. 26. During construction, all vehicles, equipment, and materials are required to be located on-site.At no time will any parking, storage, construction materials or items be permitted in the right-of-way of Center Street or Ridgewood Avenue, except for landscaping, sidewalk construction,and utilities purposes, and only on a temporary basis. The applicant shall obtain a road opening permit from the Barnstable Department of Public Works for all work performed within the town owned road right of way. Ordered: Special Permit 2006-03 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision,if any, shall be made pursuant to MGL Chapter 40A, Section 17,within twenty(20) days after the jarlene te of the filing of this d ision, a copy of which must be filed in the office of the Town Clerk. Weir,Vice Chair Date Signed I,Linda Hutchenrider,Clerk of the Town of Barnstable,Barnstable Count Y,Massachu�"e�,. fY" that twenty(20)days have elapsed since the Zoning Board of Appeals filed this de�.isi�wdd't log ; wt en of the decision has been filed ' the office he Town Clerk. K a Signed and sealed this day o u o—rt ns d ,eispf.;, rj M tip` r • •Q 61p O Linda Hutchenrider, Town Clem 5 PROOF OF PUBLIICATION TOWN OF BARNSTABLE PLANNING BOARD NOTICE OF PUBLIC HEARING. MONDAY,.JUNE 26,2006 AT 7:15 P.M. NEW TOWN HALL,SECOND FLOOR HEARING ROOM 367 MAIN STREET,HYANNIS,MA To all persons deemed interested in the Planning Board acting under Chapter 40A, Section 9,and all amendments thereto of the General Laws of the Commonwealth of Massachusetts and the Town of Barnstable Zoning Ordinances, specifically Section 240-24.1 Hyannis Village Zoning Districts,you are hereby notified of a Public Hearing to be held on Monday,June 26,2006 at 7:15 PM in the Hearing Room of the Barnstable Town Hall,367 Main Street,Hyannis,MAto consider Special Permit application 2006-03 under Sections 240-24.1.3(0)(1)(a)[3]Maximum Building Setback and240-24.1.3(D)(4) Reduction of Parking Required to allow reasonable retail access and adequate parking associated with the construction of a retail and residential multi-use facility:16 residential units,23,946 sq.ft.;and 5 retail units,12,315 sq.ft. The applicant is Code Realty,LLC and property is addressed 70 Center Street,Hyannis,MA and shown on Assessor's Map 327 as Parcel 154 in the Hyannis Village Business District. Copies of the applications and plans are available for review in the Office of the Plan- ning Board,200 Main Street,Hyannis,MA between the hours of 8:3.0 AM to 4:30 PM, Monday through Friday. David Munsell,Chairman Planning Board The Barnstable Patriot June 9 and June 16,2006 Zoning Board of Appeals (ZBA) Abutter List: Map 327 Parcel 154 { Abutters=Parties of Interest-those directly opposite subject lot on any public/private street/way and abutters to abutters. Notification of all properties within 300' ring of the subject lot. This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from the Town of Barnstable Assessor's database on 6/5/2006 Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country 327046 PISSIMISSIS;CHRISTOS& PISSIIvIISSIS,STAMATELA 11 RIDGEWOOD HYANNIS MA 02601 USA --]AVE 327047 PISSIMISSIS,CHRISTOS STAMATELA PISSIMISSIS 102 CENTER ST HYANNIS MA 02601 USA �327048 PISSIMISSIS,CHRISTOS& PISSIMISSIS,STAMATELLA 11 RIDGEWOOD HYANNIS IMA �02661 USA AVE 327049 PISSIMISSIS,CHRISTOS STAMATELA PISSIMISSIS 102 CENTER ST HYANNIS MA �02601 USA 327050 BEARD,GARY C TR& HADDLETON,RUSSELL E TR BEARD P O BOX 1359 HYANNIS MA �02601 HYANNIS NOMINEE TRUST 327051 SETHARES,MARY N 12 MORNING SO YARMOUTH IMA �02664 USA DR 327054 BEARD,GARY C TR& HADDLETON,RUSSELL E TR BEARD P O BOX 1359. HYANNIS IMA �02601 HYANNIS NOMINEE TRUST 327056 CAPE COD BANK&TRUST CO AMBROSE,SUSAN W C/O LAND 2144 VER7 MA 02339 TRUSTEE ROVER WASHINGTONffZ HANOVER IST 327057 CORSON,RODNEY K JR& CORSON,KELLI PALMER SEAVIEW OSTERVILLE MA �02611 USA 0800E 327058 ATSAMS,CONSTANTINE R TR THE 66 BARN ROAD REALTY TRUST �46 CUMNER ST --]HYANNIS MA 102601 327059 AMBROSE,SUSAN W C/O LAND ROVER HANOVER 2144 HANOVER MA 02339 WASHINGTON ST 327060 AMBROSE,SUSAN W C/O LAND ROVER HANOVER 2144 OVER MA 02339 WASHINGTON 'ST 327063 DUMONT,DAVID S TR GREENWOOD STERLINE REAL 67 WILLOW ST HYANNIS IMA 102601 TRUST Tuesday,June 06,2006 Page I of 3. Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country 327064 4ELUST MWOOD STERLING REALTY 67 WILLOW AVE HYANNIS MA 02601 327065 CORSON,RODNEY K JR& CORSON,KELLI PALMER 800 SEAVIEW OSTERVILLE MA 102655 USA AVE 327066 DUMONT,DAVID S TR DRIFTWOOD STERLING RE TRUST 16!!ILLOW AVE HYANNIS MA 02601 JUSA 327067 BARNSTABLE,TOWN OF(MUN) 367 MAIN HYANNIS IMA �02601 JUSA STREET 327068 BILL,WII LIAM O&ELEANOR M T 1 1 LANSING WEST YARMOUTH MA �02673 USA LANE 327069 PLYMOUTH&BROCKTON 8 INDUSTRIAL PLYMOUTH MA �02360 USA PARK RI 327070 RIGAS,EMILIOS&RIGAS,A TRS ]AE REALTY TRUST 82 WILLOW AVE HYANNIS IMA �02601 USA 327072 PLYMOUTH&BROCKTON ST RAIL 81NDUSTRIAL F PLYMOUTH �MA �02360 USA PARK RD 327073 PLYMOUTH&BROCKTON 8 INDUSTRIAL PLYMOUTH MA 102360 USA PARK ROAD 327074 FEDERATED CHURCH OF HYANNIS 320 MAIN HYANNIS IMA �02601 USA STREET 327098 BEATTY,ARTHUR J&ELIZABETH C/O COMMERCIAL TAX SERVICE P O BOX 167928 �IRVING TX �75016-7928 USA 327099 TRIPLE J INVESTMENT LLC P O BOX 796 HYANNISPORT MA 102647 USA 327154 CODE REALTY LLC 52 SHIPS OSTERVILLE IMA 102655 JUSA EAGLE IN 327155 GRIFFIN,DANIEL M JR ET AL TRS 1436 HYANNIS IMA �02601 JUSA IYANNOUGH RD 327156001 MASS,COMMONWEALTH OF C!O EXECUTIVE OFFICE OF TRANSPORTATI 10 PARK BOSTON 7"6 ON& PLAZA-SUITE CONSTRUCTIO 3170 N 327156002 MASS,COMMONWEALTH OF C/O EXECUTIVE OFFICE OF TRANSPORTATI BOSTON MA �02116 ON& CONSTRUCTIO 7157 MCEVOY,MAURICE M&ROSE A MCEVOY REALTY TRUST II 56 32 PLEASANT HYANNIS �MA �02601 TRS ST 327158 CAPE COD REG'L TRANSIT P O BOX 2106 DENNIS IMA 102638 USA AUTHORITY Tuesday,June 06,2006 Page 2 of 3 Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country 327159 COMMONWEALTH ELECTRIC PROPERTY TAX DEPT P O BOX 567 NORWOOD A �02062-0567� 01 USA 327160 KURKER,WAYNE TR �21 ARLINGTON HYANNIS MA 026 ST r I Tuesday,June 06,2006 Page 3 of 3 OFTNE►� Town of Barnstable Growth Management Department MAW9� 059. � Thomas A. Broadrick, AICP 200 Main Street,Hyannis,Massachusetts 02601 Director of Regulatory Review Tel:'(508)862-4703 Fax: (508)862-4983 www.town.barnstable.ma.us cT --4 L7D G 3�` July 31, 2006 cep -1 rn Linda Hutchenrider, Town Clerk 367 Main Street , a Hyannis, MA 02601 Re: Planning Board Special.Permit 2006-03 —Code Realty, LLC-Scribner's Error Dear Ms. Hutchenrider: It has come to my attention that a decision template for the Zoning Board of Appeals was inadvertently utilized in the drafting of the above-referenced Planning Board decision resulting in the following necessary corrections: Heading for Town of Barnstable Decision and Notice should read Planning Board instead of Zoning Board of Appeals. The Town Clerk's appeal certification statement should read Planning Board instead of Zoning Board of Appeals. Thank you for your consideration. Sincerely, y Thomas A. Broadrick, AICP Director of Regulatory Review TAB/ems BARNSTABLE REGISTRY OF DEEDS PROJECT/ r NAME: i9�oS ADDRESS:(pyit/77Z_ PERMIT#�G DATE: M/P: LARGE ROLLED PLANS ARE IN: BOX' SLOT C �os(oDATE: -r s I THENWORFOLK ®E®HAflNGROUP® _:� February 27, 2015 FORM OF NOTICE OF CASUALTY LOSS TO BUILDING UNDER MASS. GEN. LAWS, CH. 139, SEC. 3B Building Commissioner, or Inspector of Buildings c/o City or Town Hall 367 Main St. : �" Hyannis, MA 02601 --- era 0 a Board of Health or Board of Selectmen c/o City or Town Hall PQ 367 Main St. Hyannis, MA 02601 Fire Department or Arson Squad c/o City or Town Hall 367 Main St. Hyannis, MA 02601 RE: Our File No.: P1588482 Insured: STONERIDGE CROSSING CONDO ASSN Address: 68 CENTER STREET, HYANNIS, MA Policy No.: R1428918A Loss Date: 02/26/2015 Loss Type: Building or Other Structure Damage A claim has been made involving loss, damage or destruction of the above captioned property, which may either exceed $1,000.00 or cause Mass. Gen. Laws, Ch. 143, Sec. 6 to be applicable. If any notice under Mass. Gen. Laws, Ch. 139, Sec. 3B is appropriate, please direct it to my attention,and include a reference to the captioned insured, location, policy number, loss date and claim or file number. If no reply is received from your office within ten days, we will assume you have no liens of any type against this property, and the claim will be paid in our customary manner. Sincerely, Michelle M. Roust Senior Property Claims Examiner 1-800-688-1825 x1171 NORFOLK&DEDHAM MUTUAL FIRE INSURANCE CO. 222 Ames Street,P.O.Box 9109,Dedham,MA 02027-9109 DORCHESTER MUTUAL INSURANCE CO. Telephone:(800)688-1825 FITCHBURG MUTUAL INSURANCE CO. o Fax:(781)529-1818 1 Did etsSi �e� 3Q7 Isgoa ►, p cti7on nd ► n 4e �c�l look--u p, 7 D Ce�l er � /S Obi Dal — Cep C�n� " ' TOWN OF BA TABLE BUILDING PERMIT APPLICATION Map Parcel, � �'. � 3 �, %>✓ ✓� 'z'�"�%% Application# 4MkdA%A( Health Division oreAvuL Conservation Division q Permit# . _ . .. y - Tax Collector Date Issued D� Treasurer Application Fee D Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project StreetAddres CQ#c srKt"lifl ) .rjs 1� An 0 Village AYASO 0 t CY0SS I << Owner eopc F "'o►��- 4JnP Address S2 i PS Telephone Permit Request tb-z . la.,Lq0Se V&--v 4YL U �t S M1,01, -Y C,,OndO L'I J I n,e UYl 14S Square feet: 1st floor:existing proposed 2nd floor:existing proposed Total new Zoning District I ood Plain Groundwater Overlay Project Valuatif D. 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 r� 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 r Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size kttact ed garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# turrenf Use Proposed Use BUILDER INFORMATION Name0-0Ptt's 01e­ MA'S 016-Ve-LOPMe-k Telephone Number Ad ress—70 0�tttg L :ST° License# 04Z Lo C_,. ' A n n i•S VW" oz6ok Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ( .''5e UA weysty_ -SIG ATURE DATE FOR OFFICIAL USE ONLY PERMIT NO. - DATE ISSUED MAP/PARCEL NO. ADDRESS - , VILLAGE i OWNER DATE OF INSPECTION: ' r ' FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL . PLUMBING: ROUGH t FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO:'a. r F r i y � The Commonwealth of-Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, NIA 02111 - •` www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Elects icians/Plu>immbers Applicant Information Please Print L ekibly Name (Business/organization/Individual): (��C�LEE 7n�y���,� t ASC. Address: MAKktt L-4_<, C ii!WAP� City/State/Zip: C OTU►T AA A n262,gY Phone#: -7-1 Ll ` Z6 a q It Are you an employer? Check the-appropriate box: Type of project(required): 1;,2-fam a employer with 4. ❑ I am a general contractor and I 6. tg_1Vew construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sale proprietor or partner- ° listed on the attached sheet. $ 7• ❑ Remodeling 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 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 o3 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.] 13.❑ Other *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 their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy andjob site information. Insurance Company Name: ' L L Policy#or Self-ins.Lic. #: \94CV 00r0V 1 W2 Expiration Date:2 —o3-07� Job Site Address: ,: City/State/Zi � 91 a� 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 here y rd nder a ns and penalties of perjury that the information provided above is true and co&ect i ature: Date: 1� ��'` Phone#: �714 2 SIM SDZ '-"'B S7700 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.Electricai inspector 5.Plumbing inspector y: 6. Other I Contact Person: Phone r: i 1 y 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 states 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-contractors)name(s),address(es)and phone number(s)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 not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the 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 must 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 or permit to burn 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 number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of investigations 600 Washington Street Boston, MA 02111 Tel. -747, 617-727-4900 ext 406 or 1-877-MASSAFE Fax 1617-727-7749 Revised 5-26-05 vrw-w.mass.gov/dia J Town of Barnstable Regulatory Services XAM $ Thomas F.Geiler,Director �439• ,• Building Division. ' Tom Perry, Building Commissioner 200 Main Street, $yamnis,MA b2601 www.town.barnstable.ma.us 010e: 508-862-403 8 Fax: 508-790-6230 Property OwnerMust Complete and Sign This Scction. If Using A Builder as.Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) g' er ate Print Name ' Q:FORMS:OWNERPERMISSION Jefferson Group Architects, Inc. Wayne J. Jacques, AIA CONSTRUCTION CONTROL AFFIDAVIT Building Permit#: Project: 68 Center Street Retail/Residential Building 68 Center Street, Hyannis,MA Scope: 3 Story Mixed Use - Retail and Residential Building [Approximately 1.0,724 SF of Retail and 22,042 SF of Residential (18 units)]. In accordance with Section 11.6.2.1 of the Massachusetts State Building Code, 780 CMR, 6`" Edition, 1, Wayne J. Jacques - Massachusetts Registered Architect # 6935 of Jefferson Group Architects, Inc. hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specification concerning: Entire Project _ Architectural X Structural _ Mechanical _ Fire Protection _ Electrical Other(please specify) For the above named project and to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts Building Code 6`h Ed., all acceptable engineering practices and all applicable laws and ordinances for the proposed use and occupancy. I further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved of the building permit and shall be 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. Pursuant to Section 1.1.6.4, 1 shall submit.periodically, a progress report together with pertinent comments to the town of Hyannis Building commissions. Upon satisfactory completion of the work, I shall submit a final report as the satisfactory completion and readiness of the project for occupancy. ��FtED ARchi SOHN,/4 GCn NO.06935 o� dtk 200G ORIGINAL SI F DATE 700 School Street Pawtucket,RI 02860 (401)721-2245 Fax (401)21-2238 Construction Control Affidavit-MA-536.doc t f CONSTRUCTION CONTROL Project Number Project Title Pi-ojcct Location _ �oY7 aim f Name of Building Nature of Project ?h !�W 1^M!L � ��-1�eAgPONIAl ti PhOJ�> In accordance with Section 116.0 of the Massachusetts State Building Code, I Registration No. being a registered professional engineer4ui_- .', hereb certify that I have prepared o, .directly supervised the preparation of all design plans, computations, and specifications concerning: Entire project Architectural Structural t1- Mechanical Fire Protection Electrical Other For the above-named project and that, to the best of my knowledge, such plans, computations, and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable laws and ordinances for the proposed use and occupancy. 1 further certify that I shall perform the necessary professional services and be present on the construction site an a4egular and periodic basis to determine that the work is proceeding in accordance with the documents as specified in Section 11G.2..2" 1. Review of shop'drawings,-samples and other submittals-of the contractor as required by the constriction contract documents as submitted for building permit,'and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 1. Special architectural or engineering professional inspection of critical construction connponents )ImGt €S'. t �1 C .a^.St? Ct;Q.^, Sin ifc l its tl�e ar(PiJferj Pn�inewrinn pracnce' req ir'n,, contra er;, p. - r �. standards listed in Appendix A. Pursuant to Section 11.6.2.3, I shall submit required progress reports together with pertinent comments to the Westborough Building Official. Lipon compaction of thc.work, 1 shall submit a final report as to the satisfactory completion; and readiness of ihc. lire. .t fo ny '1'llis report. sliali.iriclude.date of,final.inspectionand aiS original stacrip;_- , DO AIdGEL`G A No.350620 - I O-CER(PI$I015- � - k C ON S T R U C TI, R 305 Mariner Circle' Cotuit, MA 02635 ' PH: 774-238-8411 ' FAX: 508-420-7841 July 24,2006 Tom Perry Building Commissioner Town of Barnstable Mr. Perry; We are aware that the grace period for the Zoning Board's decision has not expired on the parking and building set back at 68 Center Street Hyannis condo project. The opportunity to start the foundation would be greatly appreciated and we assume full responsibility. Thank you, John Hutchins f Jul 17 06 11 : 17a Ryder Insurance 7819639274 p. 2 .. A�C®Rl7t� t AN: 'A" � ��� � n i DATE(MMfDC/YY! 7/06 PRooucER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Ryder Insurance Agency, Inc . ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 247 North Main Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Suite 201 COMPANIES AFFORDING COVERAGE Rando_ph MA 02368- COMPANY (781) 963-0390 CAPITAL A! - i -----------.--------____--)._._.__-- m AL SPECIALTY INSURAIJCE INSURED - ---- ------'-- COMPANY Oceanside Construction, Inc. B ATLANTIC CHARTER INSURANCE CO. _ 305 Mariner Circe COMPANY C Cotuit MA 02635- I COMPANY: ^� (5C8) 420-7841 j D CQVERAI 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 DESC91BED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE POLICY NUMBER CO ! POLICYEFFECTIVE POLICY EXPIRATION — - - DATE(MMIDDJYY) DATE(MNUDDlYY) ! LIMITS ;)L.GEMERAL LIABILITY GENERAL AGGREGATE 1 s2, 000, 0-D0 COMMERCIAL GENERAL UABILT Y C S 0 0 316 5 4 5 12/01/0 5 12/01/0 5 PRODUCTS•COA1PlOP AGG I S2, 0 0 0, 0 d 0 L_I CLAIMS MADE 1 R 1 OCCUR RSONAL&ADV INJURY I S 1, 0 0 0, 0 0 0 OWNER'S&CONTRACTOR'S PROT I EACH OCCURRENCE 51, 000, 0 DO l - _ I FIRE DAMAGE(Any one fire) S1C0, 000 MED EXP(Any one person) s 5, 000 RAUTOMOBILE LIABILITY ALL AUTO AUTOS COMBINED SINGLE LIMIT S BODILYIN.URY I $ �SCHF.DI.LECAU'OS I (Per r- -TIRED AUTOS - �""', i BODILYIN URY vON-CWNEOAUTOS (Peraccident) $ PRCPERIY DAMAGE $ GARAGE LIABILITY ! ;AUTO ONLY•EA ACCIDENT $ ANY AUTO T F i OTI-:ER THAN Ati'O ONLY: _-----------.---.--------_-. --- EACH ACCIDENT 5 - AGGPEGATE S EXCESS LIABILITY I EACH OCCURRENCE S JM3RELLA=ORM % t-AGGREGATE_ 5 I-- OTHER THAW LM3R_LLAFORM --- $ B 'WORKERS COMPENSATION AND X ORY IIAjAITs I O H. EMPLOYERS'LIABILITY ✓v'C'JO 0 61/2 Q.,. I / / / .02/03 06 , 02 03 07 EL EACH 6100, 000 THE PRCPFlETORI XECIL !NCL i EL DISEASE-POLICY LIMIT $rj 0 0 000 PARI'NE9S/EXECGTIVE , OFFICERS ARE EXC_ I EL DISEAS-c-EA EMPLOYEE S100, 000 OTHER j I I •� I DESCRIPTION OF OPERATIONS/LOCATIONS,•VEHICLESr'SPEOAL(TENS ONLY FOR THE CONTRACTUAL OBLIGATIONS OF WCRX2D PERFORMED Al' 68 CENTER STREET CONDOMINIUM C1C�CF'1�'1CATIr�lOLD�i,� SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO 161AIL TOWN OF BARNSTABLE 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, `I'HOMAS PERRY BUT FAILURE TO AIL S NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 200 MAIN STREET OF ANY KIND U N TH MPANY, ITS ENTS OR REPRESENTATIVES, HYANNI S MA 0 216 0 1 AUTHORIZED REPRESENTA SZ �rORPQ£ATl0 1 s8 : j ��2, raxul, a ARD®F BUILDIIHIG RE L►c�rrse, ON ST s CU�LA`Tslp RUCTIQN�;SUP`ER,VISORS I' y t 0418ti02 �OHIN� _" I nO: 3251 p 305 IT, s— r '' COTU -� MA 02635 ,d �Ommissoner s • Roma, Paul From: Swiniarski, Ellen Sent: Tuesday, August 21, 2007 11:15 AM To: Roma, Paul Subject: 69 Center Street, Hyannis CO Dear Paul, I talked with John Hutchens regarding the as builts regarding his .CO. He told me that a certified letter was written and that Steve Seymour has visited the site regarding necessary deviation from the approved site plan. If you're okay I 'm okay. Thanks, Ellen 1 � I I ° m m M o rn G H H « 1 W k O r W Z W J W O 1 W 'W Z d 1 H O - • ' S •� ¢ co .^ O� 1 1 W H n H E OC - LIj �. H O S Z I I H H ¢ U' H W W Z W W I I E c J E E • • LJ-J O O O T ¢ H 11 W E E 2 d ¢ ¢ 4 t1 m N S O H I I a ¢ ¢ c. ¢ a a y r �_.• i i" ' a r tNE TOWN OF BARNSTABLEB � h�, uiIai�:._b_;� �Y Application Ref: 20063779 * BARNSTABLE, + Issue Date: 01/16/07 Permit 9 MASS. i639• Applicant: PROPERTY OWNER Permit Number: B 20070088 ArFO MA't A Proposed Use: Expiration Date: 07/16/07 Location 68 CENTER STREET Zoning District Permit Type: SPECIAL PROJECT NEW COMMERCIAL Map Parcel 327154021 Permit Fee$ 15,345.13 Contractor OCEANSIDE CONSTRUCTION&DEV Village HVANNIS App Fee$ 150.00 License Num 048102 Est Construction Cost$ 1,894,460 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND 68 CENTER ST CONDO'S SHELL ONLY 36,000 SQ FT FUTURE 16 THIS CARD MUST BE KEPT POSTED UNTIL FINAL RESIDENTIAL AND 5 RETAIL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: CODE REALTY LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 52 SHIPS EAGLE LN INSPECTION HAS BEEN E. OSTERVILLE, MA 02655 Application Entered by: D13 Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TQ OCCUPY ANY;STREET ALLY'OR SIDEWALK OR ANY PART THEREOF,;EITHER TEMPORARILY,O P RMANENTLY` r ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER,THE BUILDING CODE,MUST BE APPROVED BY T JURISDICTION. STREET OR`ALLY:;GRADES;AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROMT,HE"DEPARTMENT OF PUBLIC WORKS.'- THE ISSUANCE OF:THIS PERMIT DOESNOT RELEASE THE APPLICANT FROM'THE CONDITIONS OF ANY APPLICABLE SUBDIVISION;RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). "M" m BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS —C 2 �SU C)(< 2 2 Piz- 3 1 ri Q PC 1 Heating Inspection Approvals Engineering Dept r —0-7 Fire Dept 2 Board of Health - r r ,r. e 1 F 11 : . .: ,..,:.�a '"e' L *w i�w .=r ' a y g4% f i'.y* hs �:r• a ' r•'P 'S*' a _..,'.:. f F7e >= t Tools` t=l elp di Qilw <g_g . _r 4 _ [, '� ®` I 'Actfan - Sx.., 7 9 .�. -„�«.s :•�.9»,ry.•+'..c,�.,,^^zw*T .F Y4^wa�_ie`^"". _�MRt'y� .a.G..�,-x+'-w+v �.---"""'a"."f'.` "f Detail Gcatian' a 2 �3/�3 FJ+ :` � � licarit GG-GENE RALCONTR,A,CTOR t +DPP_ ® DPP J ...a _ .. Status RCTiU`E V 1 Owner 23252 Called ---K _ _ ___ .I _ - Department 63 -BUILDING DEPARTMENTCODE REALTY LLC - Project/Activity323 �J E�'�P COMMERCIAL- IO D -- ,�- *--,�• _ Contractor OCEANSIDECONSTRUCT10N&D'Eif'� n� V�orkflora Description 1 68 CENTER ST CONDOS SHELL ONLY 3 SQUARE 1 EET _ �.:'Business ` Desc4ipti6n'2 FUTURE 16 RESIDENTIAL AND S RETAIL. Propert - Property Use �on-Conforming Date's-4 isc flPermits - - —_ -Popert` _. Properh;Use. - Reactivate + �v use Location �8 i 'Unit 1 € r 6astirag IPA CONDO MAIN Ad ust Pees .Street CENTER STREET Parcel 32�154421 ; r; 'memo Municipality HYAN=HYANh11S } fJlfsc Chgs ., Subdivision at tea. . _ _ -_ :. --- Proposed use l CONDO MAIN — _2K i Paymt History Betweenzoning �7 _ a ! and" . k Audit l;�istaryN.: ^memo - - _ Location desc -' MAIN NUMBER FOR NEW CONDO UNIT-S � AETAIL CONDOS$16.�RES - ' f f r. I S17 Summ;Pem+n _ 1 . {o y. ;; I ��_ - Prerequisites _� FiazrdREstrj - Names Bands Sub-Addrs ( Teed ! �' 'r _ tns ections , tifolatioras Revieras Open,l-terns f + Warnings }�. ti Find Related f3 Pnor flistorY r R s C� g 41. F , Marntain pcojectlacfivrty detail forF#he curie^#application, r i ld F if f Dx 4 J ❑ 'X 4 �J`;File Edit Tools Help g De "needed r roved T QSaatus'°Comment I�� Pierequisrte pt APP ,F WF Status r �Ory FIRE 6300 , HEALT 6500 10"11'2C06 DST., APPR town sewer per Dave Anderson s PLA.NN 4114E 10.'1 2006 T5RO .APPR special permit 2COS-03 I SITE 6303 10'17,12s06 ESsh'l A.PPR SPR 033-01; TAX 630E SSHE A.PPR ..i 11 JO R K 6300 Prerequisite: . CONS--EiON E:RVATJON DEPARTMENT Needed by, 43_ � • Action type I APPROVAL { nspector FSTE �f3 STEPANiS FRED _ Responsbledept 6i01 CONSERVATION 'T nspe ion type _ _ _ - - - - -- a Status APPR APPROVED . �fenence . i ';Applicantlresp Y date I +Comment code 7,ir! Approved 10✓1��2t4410 ~,� _ 15:�7 �fuaricflav� approved' f plan SEP 6 2CGS�byC Field - 1, _� ry , t n F ( Teed i of 7 .,i JARCHITECTURAL,DESIGN April 10, 2007 Mr. Paul Roma Town of Barnstable Building Inspection 200 Main Street Hyannis, MA 02601 Re; 68 Center Street Dear Mr. Roma, Please find enclosed, copies of the site inspection reports for the.project located at 68 Center Street, Hyannis, MA, If you have any questions, please don't hesitate to contact me at 401-721-2245. Thank you, G� • Wayne J. Jacques, Pr ident Jefferson Group Architects, Inc. cc. John Hutchins j r' = Jefferson Group Architects, Inc. - Wayne J. Jacques, AIA, NCARB 700 School Street-Unit#2 Pawtucket, RI 02860 T: 401-721-2245 F: 401-721.2238 r SITE VISIT REPORT 01 ARCHITECTURAL,DEMON Date: November 15, 200E Project: 68 Center Street— Hyannis, MA Project No: 200536 Visit Date: Arrival Time: 9:00 am Departure Time: 10:30 am Weather: Overcast, Cold Attendees: John Hutchins Oceanside Construction Development Steven T. McMahon, VP Jefferson Group Architects, Inc (JGA) Discussion; Construction appeared to be proceeding on schedule. SV1.1 During a walk through the following was observed and noted: 0.1000 - GENERAL.CONDITIONS: The site is clean and orderly.. 02000 - SITE WORK: No work being performed on.this date. Foundations have been backfilled in most of the building perimeter. Foundation insulation is in place. 03000 CONCRETE: Concrete foundation footings and walls are complete. Interior footings were formed. No slabs have been placed. 04000 - Masonry: No work on this date. 05000 - METALS: Structural frame is being erected. About 75% of the steel columns and beams for second floor framing are in place. Balance of steel columns and beams are being installed. Steel decking is also being installed. 06000 - WOOD & PLASTIC: No work on this date. 07000 - THERMAL AND MOISTURE PROTECTION: Jefferson Group Architects, Inc. Wayne J.Jacques,AIA,NCARB 647 Jefferson Boulevard,Warwick,RI 02886 T:401-738-6015 F:401-732-4730 SV-001-0536.DOC JARCHITECTURAL.DESIGIN Foundation rigid insulation is in place. 08000 - DOORS AND WINDOWS: No work on this date. 09000 - FINISHES: No work on this date. 10000 - SPECIALTIES: No work on this date. 11000 - EQUIPMENT: No work on this date. .12000 - FURNISHINGS: No work on this date. 13000 - SPECIAL CONSTRUCTION: No work on this date. - 14000 - CONVEYING SYSTEMS:: Elevator foundation is installed. 15000 MECHANICAL AND PLUMBING No work on this date. 16000 ELECTRICAL: Temporary power is installed at site. If there are any questions, comments, additions and/or deletions to the above report, please do not hesitate to contact this office. Sincerely, Wayne J. Jacques, AIA Principal Jefferson Group Architects, Inc. cc: attendees Jefferson Group Architects, Inc. Wayne J.Jacques,AIA,NCARB 647 Jefferson Boulevard,Warwick,RI 02886 T:401-738-6015 F:401-732-4730 SV-001-0536.DOC I - SITE VISIT REPORT 02 ARCHITECTURAL JGA\\. DESIGN Date: January 3, 2007 Project: 68 Center Street- Hyannis, MA Project No: 200536 Visit Date: Arrival Time: 9:00 am Departure Time: 10:00 am Weather: Overcast, Cold Attendees: John Hutchins Oceanside Construction Development Wayne J. Jacques, AIA Jefferson Group Architects, Inc (JGA) Discussion: Construction appeared to be proceeding on schedule. SV2.1 During a walk through the following was observed and noted: I 0.1000 - GENERAL CONDITIONS: The site is clean and orderly. 02000 - SITE WORK: The base layer of asphalt is installed. Underground site utilities are installed. 03000 - CONCRETE: Concrete floor slab and footings are complete. Floor decks are complete. 04000 - Masonry: No work has begun. Block is on site for the elevator shaft. 05000 METALS: All structural steel is installed. 06000 WOOD & PLASTIC: Rough framing is 60% complete. Misc. framing is being completed and wall sheathing is complete. Roof trusses are installed. 07000 - THERMAL AND MOISTURE PROTECTION: No work as begun on Thermal and Moisture. Jefferson Group Architects, Inc. Wayne J.Jacques,AIA,:NCARB 647 Jefferson Bouievard,Warwick,RI 02886 T:401-738-6015 F:401-732-4730 SV-002-0536.DOC JGA\\\\ ARCHITECTURAL DESIGN 08000 - DOORS AND WINDOWS: No doors or windows are installed. 09000 - FINISHES: No work. 10000 - SPECIALTIES: No work. 11000 - EQUIPMENT: No Work. 12000 - FURNISHINGS: No work. 13000 - SPECIAL CONSTRUCTION: No work. 14000 - CONVEYING SYSTEMS: . None. 15000 - MECHANICAL AND PLUMBING: No work on mechanical systems. Fire protection main lines.being installed. Plumbing rough is 20%compete. 16000 ELECTRICAL: Temporary power is installed at site. If there are any questions, comments, additions and/or deletions to the above report, please do not hesitate to contact this office. Sincerely, Wayne J..Jacques, AIA Principal Jefferson Group Architects, Inc. cc: attendees Jefferson Group Architects, Inc. Wayne J.Jacques,AIA,NCARB 647 Jefferson Boulevard,Warwick,RI 02886 T:401-738-6015 F:401-732-4730 SV-002-0536.DOC 4 SITE VISIT REPORT 03 JARCHITECTURAL-.DESIGN Date: January 23, 2007 Project: 68 Center Street— Hyannis, MA Project No: 200536 Visit Date: Arrival Time 9:30 am Departure Time: 10:30 am Weather: Overcast Attendees:_ John Hutchins Oceanside Construction Development Wayne J. Jacques, AIA Jefferson Group Architects, Inc (JGA) Discussion.- Construction appeared to be proceeding on schedule. SV3.1 During a walk through the following was observed and noted: 01000 -.GENERAL CONDITIONS: The site is clean and orderly. The building is wrapped with temporary heat. 02000 - SITE WORK: The base layer of asphalt is installed. Underground site utilities are installed. 03000 - CONCRETE: Concrete floor slab and footings are complete. Floor decks are complete. 04000 - Masonry: Elevator masonry is complete. 05000 METALS: All structural steel is installed. Elevator guides are installed. Stairs are complete. 06000 - WOOD & PLASTIC: Rough framing is complete. Misc. framing is being completed and wall sheathing is complete. Roof trusses are installed. Clapboard siding is being installed 07000 - THERMAL AND MOISTURE PROTECTION: Roofing paper and shingles are installed. Jefferson Group Architects, Inc. Wayne J.Jacques,AIA,NCARB 647 Jefferson Boulevard,Warwick,Rl 02886 T:401-738-6015 F:401-732-4730 SV-003-0536.DOC JAIRCHITECTURAL DESIGN 08000 - DOORS AND WINDOWS: Windows are installed. No doors are installed 09000 -' FINISHES: Beginning work on drywall. 10000 - SPECIALTIES: No work. 11000 - EQUIPMENT No Work. 12000 - FURNISHINGS: No work. 13000 - SPECIAL CONSTRUCTION: No work. 14000 - CONVEYING SYSTEMS: Steel supports are installed in shaft. 15000 - MECHANICAL AND PLUMBING: No work on mechanical systems. Fire protection main lines being installed. Plumbing rough is 60% compete. 16000 - ELECTRICAL: Temporary power is installed at site. If there are any questions, comments, additions and/or deletions to the above report, please do not hesitate to contact this office. Sincerely, Wayne J. Jacques, AIA Principal Jefferson Group Architects, Inc. cc: attendees Jefferson Group Architects, Inc. Wayne J.Jacques,AIA,NCARB 647 Jefferson Boulevard,Warwick,RI 02886 T:401-738-6015 F:401-732-4730 SV-003-0536.DOC r-r SITE VISIT REPORT 04 JARCHITECTURAL Date: March 12, 2007 Project: .68 Center Street— Hyannis, MA Project No: 200536 Visit Date: Arrival Time: 1:00 pm Departure Time: 2:00 pm Weather: Sunny, Warm. Attendees: John Hutchins Oceanside Construction Development Steven T. McMahon, VP Jefferson Group Architects, Inc (JGA) Discussion: Construction appeared to be proceeding on schedule. SV4.1 During a walk through the following was observed and noted: 01000 - GENERAL CONDITIONS: The site is clean and orderly.. 02000 - SITE WORK: The base layer of asphalt is installed. Rough grading is complete in landscape areas. 03000 - CONCRETE: Concrete floor slab and footings are complete. Floor decks are complete. 04000 - Masonry: Brick work is being performed at the north end of the building and is about 80% complete. 05000 - METALS: Steel work is complete. 06000 - WOOD.& PLASTIC: About 90% of the exterior trims are installed at windows, soffit and fascia boards. Trim is being installed at signage band and soffit. Exterior siding is 100% complete. Interior trim is being installed. Kitchens cabinets are installed. 07000 - THERMAL AND MOISTURE PROTECTION: Jefferson Group Architects, Inc. Wayne J.Jacques,AIA,NCARB 647 Jefferson Boulevard,Warwick,RI 02886 T:401-738-6015 F:401-732-4730 SV-004-0536.DOC j G A\\\,\,. ARCHITECTURAL DESIGN Insulation work is complete. Asphalt shingle roofing and EPDM membrane roofing is complete. Aluminum flashing at roof edges is complete. Cementitious fireproofing has been installed at underside of decking and beams. 08000 - DOORS AND WINDOWS: All windows are installed and operating. All exterior doors at retail entrances are installed Exterior door frames are installed on east side of building doors are not hung. Interior door frames are installed, Interior doors are not hung. 09000 FINISHES: Exterior siding is cement based product and is prefinished. Most of the exterior trim is Azek polypropylene material and is prefinished. Gypsum work on interior walls and ceiling is complete except in stairwells. Interior painting is being performed. Floor tile work is being performed. 10000 SPECIALTIES: No work on this date. 11000 - EQUIPMENT: No work on this date. 12000 - FURNISHINGS: No work on this date. 13000 - -SPECIAL CONSTRUCTION: No work on this date. 14000 - CONVEYING SYSTEMS: Elevator shaft is complete elevator is not installed. If there are any questions, comments, additions and/or deletions to the above report, please do not hesitate to contact this office. Sincerely, Wayne J. Jacques, AIA Principal Jefferson Group Architects, Inc. cc: attendees Jefferson Group Architects, Inc. Wayne J.Jacques,AIA,NCARB 647 Jefferson Boulevard,Warwick,RI 02886 T:401-738-6015 F:401-732-4730 SV-004-0536.DOC 06/05/2007 TUB 15:12 FAX- R002/002 Jefferson Group Architects, Inc. Wayne J. Jacques, AIA ISD AF 8 ARCHITECTURAL FINAL AFFIDAVIT To the Inspectional Services Commissioner: I certify that I,or my authorized representative,have inspected the work associated:68_Center Sfreet,_Hyannis,i6 on at least 7 occasions during construction,and that to the best of my knowledge,information,and belief the work has been done in conformance,with the permit and plans approved by the Inspectional Services Department and with the provisions of the i Massachusetts State Building Code and all other pertinent laws and ordinances. Wayne J.Jacques,AIA Architect—Mass.Reg.No. 6935 D p j%pHN G� Jefferson Group Architects,Inc. IdU't3693s 700 School Street,Unit 2 BOsM Pawtucket,RI 02860 401-721-2245 9(r!i of-M►'" Then personally appeared the above-named V" C't h-C Cl v _and made oath that the above statement by him is true. Before me, My Commission expires: AG, 20 Owl 700 School Street Pawtucket,RI 02860 (401)721-2245 Fax (401)721-2238 Architectural Final Affidavit-0630.doc 02/1.2/2007 RON 15:09 FAX ATMI vy,P,R N cx JARCHTrECTURAL DESIGN FEB 13 I1 9. 4 1 - February 12, 2007 John Hutchins Oceanside Construction Development 419 River Road Marston Mills, MA 02648 Dear John, I spoke to a representative from Tyvek and the Tyvek HomeWrap product can be left exposed to the weather for a perlod of 4 month(120 days). This information is also documented in the Architects'Frequently Asked Questions literature attached, Because the Tyvek products are designed to resist water better than traditional building paper and as long as the openings are protected using flashing, and all seams are taped with the Tyvek Tape, I would consider the building to be an acceptable weathertight structure for a period not to exceed 120 days from the date of installation. Sincerely, Steven McMahon Vice President JGA, Inc. Jefferson Group Architects,Inc. Wayne J.Jacques,AIA,NCARB 700 School Street-Unit#2 Pawtucket,RI 02860 T:401-721 2245 F.401-721-2238 L-001-536-KK.DOC r 02/12/2007 MON 15:09 FAX Q 002/00'5 Select Industry .Ye " ter, a."., Select l z �r WE Ve. f DuPont Home Products ii Services « Tyvek Weatherization « Uses&Applications For Architects Architects'FAQs Architect s'is Frequently q y Asked Questions 1. Is DuPontTm Tyveke StuccoWrape recommended under stucco instead of DuPont'Tyvek®CommercialWrape? DuPont""Tyvek®StuccoWrape is recommended under stucco because it has been specialty designed to work with both traditional stucco and synthetic stucco applications.The engineered surface with ' special grooves is designed to assist with drainage as part of the synthetic or EIFS systems. In traditionDuPont"' al stucco, DuPont Tyvek®StuccoWrap@ has been shown to aid in curing, helping reduce scratch coat cracking and promoting flexural strength for improved stucco integrity. DuPont'Tyveke CommercialWrape will perform well under traditional stucco, however it does not offer the same surface feature. 2. When a building is mostly glazing, why use a building wrap? DuPont"`Tyvek@ should be considered for its ability to help manage air,water and moisture in a building's wall system.Water inevitably finds its way inside walls,whatever the cladding. Unlike building papers, DuPont""Tyvek@, property installed, has a combination of properties that can protect wail systems and improve energy costs. DuPont"-'Tyvek@ worlds together with insulated glazing to help reduce air infiltration,fostering more efficient HVAC operation, and potentially tower maintenance costs. 3. What is the flammability of DuPontTm Tyveke? DuPont"'Tyvek@ is combustible and should be protected from a flame and other high heat sources. If the temperature of DuPont"'Tyveke reaches 750°F(400°C),it will burn and the fire may spread and fall away from the point of ignition. For more information call 9-800-44-TYVEK. DuPont""Tyveke carries a Class I or NFPA Class A fire rating for flame spread and smoke developed index as measured by ASTM E-84. 4. How long can DuPont1m Tyveke be exposed before siding? DuPont"'Tyveke HomeWrap@ and DuPont"'Tyvek@ StuccoWrape, DuPont""Tyveke DrainWrap'', DuPont""Tyveke ThermaWrap"and DuPont""Tyvek@ AtticWrap"'should be covered within 120 days(4 months). DuPont"'Tyvek@ CommercialWrape should be covered within 270 days(9 months). 5. Can you use DuPont'mTyveke in combination with a vapor barrier? Using a vapor barrier depends on how the rest of the wall system is built and the climate the wall is in. If the majority of the year is spent heating the home where the inside temperature is greater than the outside,it is generally good to use a vapor retarder behind the interior drywall. In hot humid climates,vapor barriers should not be used. b. Is DuPontTm Tyveke a vapor barrier? No, DuPont"'Tyvek@ is not a vapor barrier. It is breathable,allowing moisture vapor to pass through it. 02/12/2007 MON 15:10 FAX 191005/005 No. Duct tape is not designed to be used with DuPont'Tyveke. DuPont"'Tyveke Tape has been specifically designed to work with DuPont'Tyveke products and should be used in all situations when sealing of the DuPont"'Tyveke seams is necessary. 23. What type of fasteners is recommended when installing DuPont" Tyveke? DuPont"Tyveke can be installed using a variety of fasteners depending on the application.To attach DuPont"'Tyveke to wood,insulated sheathing board or exterior gypsum board, use nails with plastic washer heads,such as DuPont'Tyveke Wrap Caps. You may choose to use wide staples with a minimum'I"crown. For steel frame construction use DuPont"'Tyveke Wrap Cap Screws. 24. Can DuPont"Tyveke be used under.cedar siding? I Yes, DuPont"'Tyveke DrainWrap"'can be used under cedar siding. It is recommended that the cedar i siding be installed per manufacturer's guidelines and recommendations by wood siding associations, such as the Western Red Cedar Lumber Association,including priming all surfaces including the back and ends before installing. Additionally, the use of furring strips will help promote drainage of any incidental water that may penetrate the cedar cladding. Literature Available See related documents, such as FAQs,installation guides and physical property data sheets, in the Technical Information section of this web site. FAQ I Supplier Center I Site Map I Legal Notices t3 Terms of Use I PRIVACY Do you have an upgrade or comment about this page? Please contact Corporate Information Center. Copyright©2006 DuPont.All rights reserved.The DuPont Oval Logo,DuPontTm,The miracles of scienceT"'and all products denoted with 0 or TM are registered trademarks or trademarks of E.I,du Pont de Nemours and Company or its affiliates. 02/12/2007 MON 15:10 FAX Q004/OO5 Tyveke StuccoWrap@ and DuPont"'Tyvek®StuccoWrap@ have a specially engineered surface that should be placed with the grooves in a vertical direction. 16. Can I tape sheathing board seams? Taping sheathing board seams creates a continuous vapor barrier,so moisture vapor would have nowhere to escape.Adhesion of tape to foam and wood would also be temporary,due to thermal expansion and contraction of the wall assembly.A more effective and efficient means to provide air infiltration resistance and bulk water holdout is to property install DuPont""Tyvek@ using-'our best practice guidelines. Since DuPont"Tyveke is flexible,it will continue to provide protection to the sheathing when undergoing thermal expansion and contraction. 17. Why should I tape seams in the DuPontT'Tyvek®? Taping the seams with DuPont"'Tyvek@ Tape gives you the best Tyvek@-to-Tyvek@ adhesion,optimal protection against air and bulk water penetration,,and extra durability protection during the building's construction phase. 18. Is DuPontTm Tyvek® necessary over foam board? DuPont"'Tyvek@ adds considerable protection against leaky seams in foam board, similar to the protection provided over wood sheathing. Foam boards alone,even interlocking foam boards, do not adequately stop air leakage due to wall movement from settling and thermal expansion and contraction. 19. Can I use DuPontTm Tyvek® HomeWrap® under stucco? DuPont"'Tyveke StuccoWrap@ is recommended under stucco because it has been specially designed I to work with both traditional and synthetic stucco applications.The engineered surface with special grooves is designed to assist in drainage of incidental moisture that may penetrate the primary, cladding in synthetic stucco systems. DuPont"•`Tyvek@ HomeWrap@ will also provide the weather barrier characteristics in an EIFS watt system, but its drainage properties wilt differ. Therefore, in f synthetic EiFS stucco systems, DuPont"'Tyveke HomeWrap@ can be used as the secondary weather barrier but in conjunction with an additional drainage medium (either matte or grooved foam)to achieve the desired drainage characteristics. In traditional stucco systems, DuPont"'Tyveke StIuccoWrape has been shown to aid in curing, helping reduce scratch coat cracking and promoting flexural strength for improved stucco integrity. S 20. Can I use DuPont'Tyvek® StuccoWrap@ under brick? Yes. It is perfectly acceptable to use DuPont"'Tyvek@ StuccoWrap@ under brick.Whether using DuPont'Tyveke HomeWrap@ or DuPont""Tyveke StuccoWrap@ under brick it is important to follow brick manufacturer's guidelines regarding the use of an air space between the brick veneer and sheathing. Typically this space is 1"-2"and wilt act as a drainage plane if incidental moisture were to penetrate the brick in addition to ventilating behind the cladding which aids In drying of the wall assembly. 21. Can DuPont"Tyveke be installed vertically instead of horizontally (drop it down from the top?) Although this installation method is not recommended it is important to ensure that if this method is used the vertical seams must overlap by at least 6"and taped with DuPont"Tyveke Tape.This will provide the greatest level of air infiltration and bulk water holdout protection. Recommended installation instructions can be located on this website or the roll label affixed to the product. 22. Will duct tape work as well as DuPont''Tvveke Tape? i 02/12/2007 MON 15:10 FAX 0003/005 i 7. Should DuPont"'Tyveke be placed over or under the sheathing? k DuPont'Tyvek@ can be used either over or under sheathing.When DuPont""Tyvek@ is used under sheathing,it functions only as an air barrier and does not protect the sheathing as a secondary water barrier. DuPont"'Tyvek®has been used directly over studs where there is no sheathing,although use ' of sheathing is a highly recommended building practice. 8. Does DuPont"'Tyveke have an R-value? In 2006 DuPont introduced Tyveke ThermaWrap"', a weather resistive, insulating breathable membrane designed to manage radiant heat flow through the wall.This metalized product helps increase the R-vatue of insulation, 9. What is the difference between DuPont'Tyveke and black paper?. Black paper or building paper was not designed as an air retarder like DuPont','Tyveke. Unlike ° DuPont"'Tyveke, building paper can absorb water. Building paper teats easier than DuPont'Tyveke and can degrade over time when under continual exposure to water. Building papers are less permeable to moisture vapor transfer than DuPont""Tyvek@ increasing the potential moisture vapor trapped inside the wall could cause mold,mildew and rot. 10. What is the difference between DuPontTM'Tyveke and other housewraps?' Many other wraps are perforated,which means in order for them to breathe,the manufacturer has punched holes in them, resulting in a reduction of air and water holdout effectiveness. DuPont"" Tyveke is a non-perforated, nonwoven product with microscopic pores that are so small air and bulk water have a difficult time passing through but since DuPont""Tyvek@ is breathable, moisture vapor can easily escape from the wall. 11. Can you use DuPont'"'Tyveke under any primary cladding? Yes, DuPont""Tyvek®can be used under any cladding including brick,stucco,vinyl, cedar siding,and stone. Proper installation under each cladding is essential to ensure DuPont""Tyvek®provides the maximum level of air infiltration resistance and bulk water holdout. 12. Can DuPont'Tyveke be used on roofs? Under Floors? On the interior? In 2006 DuPont introduced Tyvek@ AtticWrap'll, a unique, breathable membrane that helps create an airtight seal to reduce air leakage and energy loss through the roof.All other DuPont""Tyvek@ products in Canada and the US have been tested and approved as a product to be installed behind exterior walls. 13. How many feet on a roll of DuPont''Tyveke tape? There are 165 feet on a roll which will be enough to tape a 9'x150' roll. 14. Can DuPont'Tyveke be used as flashing? DuPont""Tyveke weather resistive barriers have not been tested or approved as a flashing material. DuPont introduced the DuPont""Flashing System that provides comprehensive protection from water leaks. It is designed to help direct water to the building exterior instead of trapping it inside the wall system and causing water damage. 15. Can DuPont'Tyveke be used with the lettering facing in? DuPont"Tyvek@ HomeWrape, DuPont"'Tyvek@ StuccoWrap% DuPont"'Tyvek@ DrainWrap°A and DuPont""Tyvek@ CommercialWrapo are equally effective in both directions. However, DuPont" A t r� � i is•�' i', r, .t• r l.'14 Ifi' �. •('. 'V't'!.!i �I,: fr .'le `?i'.!�', � [�'�+f�'..'�� .�`:�1, . '.Tr, "^l;�j i 7 ''1f�' x 1 1. t!"� � 13 .&i! . ,!1�-r•ram o.' ,- > . r.. Ij ij r HYANNIS FIRE DEPARTMENT Harold S. Brunelle, Chief FIRE PREVENTION OFFICE 95 High School Rd. Ext., Hyannis, MA 02601 (508) 7754300 BUILDING CODE COM PLIANCE FORM Plans dated-4 �( for the property located at also known as Co k (;. _ ��`��� have been reviewed'by of the Hyannis Fire Department. 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 U 3. Hydrant Location &Water Supply 4. Sprinkler Systems S 5. Sprinkler Control Equipment 6. Standpipe Systems 7. Standpipe Valve Locations 8. Fire Department Connection nL S 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 V 16. Fire Protection Rooms �k r 17. Fire Protection Equipment Signage 18.Alarm Transmission Method h L19. Sequence of Operation Report 20. Acceptance Testing Criteria Li ❑ 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 of Fire Official Date DWD Engineering, Inc. '" W, BARNSTABLE 5 Michael Road l East Bridgewater, MA 02333 (508) 378-9602 (P)/(508) 378-2922 (F) Field Report _ 3i' SU . Date: 1-16-07 Present: Domenic DeAngelo John Hutchins Various Subcontractors Location: 68 Center Street Hyannis, MA. Building Permit# Remarks: 9:45 am-10:30 am 42 degrees cloudy C The following was observed: -Erection of the roof trusses was complete and plywood attached. Simpson hurricane ties (in accordance with the design drawings and truss shop drawings) were observed at truss to truss and truss to wall connections. Nailed connection of the multi-ply trusses were completed in accordance with the truss shop drawings.,The horizontal bridging for trusses T1, T2 and T3 were not installed in accordance with the truss manufacturer's shop drawings. This was pointed out to John for correction. All other aspects of the truss installation were in conformance with the truss manufacturer's shop drawings. -All previous noted deviations.or omissions to the structural steel erection were corrected. Cc: Barnstable Building Department Oceanside Construction OF 4 4s" potAENIC W.: O GJ, f a [)ANGEL® 9 STRUCTURAL � No.35062 Ip _ f r 10/17/2006 TUE 17:04 FAX Q 002/002 Jefferson Group Architects, Inc. Wayne J. Jacques, AIA CONSTRUCTION CONTROL AFFIDAVIT Building Permit#: _ Project: 68 Center Street Retail/Residential Building 68 Center Street,Hyannis,MA Scope: 3 Story Mixed Use - Retail and Residential Building [Approximately 10,724 SF of Retail and-22,042 SF of Residential(18 units)]. In accordance with Section 116.2.1 of the Massachusetts State Building Code, 780 CMR, 6t' Edition, I, Wayne J. Jacques - Massachusetts Registered Architect # 6935 of Jefferson Group Architects, Inc. hereby certify that I have prepared or directly supervised the.preparation of all design plans,computations and specification concerning: Entire Project Architectural X Structural Mechanical _ ` Fire Protection _ Electrical Other(please specify) For the above named project and to the best of my knowledge, such plans,-computations and specifications meet the applicable provisions of the Massachusetts Building Code a Ed., all acceptable engineering practices and all applicable laws and ordinances for the proposed use and occupancy. I further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance'with the documents approved of the building permit and shall be responsible for the following as specified in Section 116.2.2: t 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. Pursuant to Section 116.4, I shall submit periodically, a progress report together with pertinent comments to the town of Hyannis Building commissions. Upon satisfactory completion of the work, I shall sub ' as the satisfactory completion and readiness of the project for AR occupancy. 5•c ° ci,�ct�✓ a tafq J4 No.06935 s i r� jPHOFN►�sy�o �D t? O6 *, ORIGINAL SIGNAT DATE y 700 School Street 4 Pawtucket,R102860 (401)721-2245 Fax (401)21-2238 Construction Control Affidavit-MA-536.doc t'P4 MSrP : f+<i:it :tfa irsGt» ,w F1 0.1 'CiC�.�tJ•.t'C;f'til 'J��'f��.il:.i.'1. , i�i V�t1:j iTl,1.L�4 lyu;T� l�i.l:iF.S.�t 'C �t�' ;* If £fE'Ti;CZ^it,; s'<t;i3isi, 10;nAM by. (jr}- I v'3 ft .-il:Z ,i Tr t YT'r.)•' De. r!! 0 !_ifS,i:M MC..R 1 C'1..flM,''i;N . 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'`il�J 3•tl:'.1�6s i•ie,`rL.IT+ ,'.dm ilk ?"'r ? ,. :j'.1i7:, ,Jw.jv' ni }yi SJ! :C U I Ot,Ir:J .Tit ON ;,-,,v-,fniJ, (I2��ed1 tf(1 Tw. I1.ii.P rT:7'f[i�� i 1, R !'` 1 d i) c C.` ! " t t, !`; .s:,' nrl) ' tS . . 'l3'.fL ;)f 8 Lt r , 7 %,1 la.,-s'l a;-tif-0ia» :i r-fir � � ,�. ' !1 r !fr ;t` if: t`nu. ww. L!• !.7 1+ fl e +:<. ..{3 91 7 wqoNq `L li 1. Imam Ij jiiP ", 1a:; t.R `.lf!FIT"S.) 11 Lai +_ `^r '01 0; ( rKUP i`t lls ? "Ii )v- ..,i 11.1 ,r rket':11± 1 ;G15'«.i"w- U a;6yf C" S •i='i:.00l ilkt;#t?tl 4 R.' !.M1a';t+"it ti.Q�i "C i'1-,IT i ; Nphn w.`'v+ t M j"RF s11 rO ',MriYs'!,. -3r y. 1 101ju.. �.l�1la.l#..:i r. ..�:!�:� l i fl`s flx >iT it sr A7y iG vial1 , 1'.w") d[F 7%3Ic:44� :Z� . . v r ��, ; .? 1j•: Of Tt� DI pp� 5 17..e . a •{ rN • .-,.:�F; t•R�` i4']t)l�'It. :!� Cgii`1^.:iC'..t,�,lZ�T.,J DWD Engineering, Inc: L 5 Michael Road East Bridgewater, MA 02333 (508) 378-9602 (P)/(508) 378-2922 (F) Field Report Date: 12-18-06 Present: Domenic DeAngelo John Hutchins(Super.) Various Subcontractors Location: 68 Center Street Hyannis, MA Building Permit# --Remarks:- --9:15 am 0:-1-5 am-- 55 degrees - -mostly cloudy - - The following was observed: -Structural steel erection was essentially complete. The purpose of this site visit was to review the roof framing. The following deviations/omissions were observed. -The beam to column connection detail (E,9) was field welded due to bolt misalignment. The as-built connection detail is structurally sound and no further work is required. The beam to hanger connections (A.2,9 and E.8,8) were missing washers at two of the bolts. The bolt threads for the beam to hanger connection (A,4)were not fully engaged. The bolt threads for the beam to column connections on both sides (C,3)were not fully engaged -In regards to the stub pieces shop welded to the columns at the second floor to support the brick shelf, because of the column location, these stubs can be cut back. -All other aspects of the construction were in conformance with the design drawings. Cc: Barnstable Building Department Oceanside Development and Construction OF IWA&S g�pMENIC y �AIVGEL® u STRUCTURAL . No.35062 r .0 N f BARNSTABE DWD Engineering, Inc. m� ' L 5 Michael Road 7006 DEC 18 PM 3: 35 East Bridgewater, MA 02333 (508) 378-9602 (P)/(508) 378-2922 (F) Field Report 1) `�151014 Date: 12-8-06 Present: Domenic DeAngelo John Hutchins (Super.) Steel Erector Location: 68 Center Street Hyannis, MA Building Permit# Remarks: 2:30 -m-3:15 m 22-de rees- p p g -partly sunny The following was observed: -Structural steel erection was still in progress.The purpose of this site visit was to review the third floor framing to facilitate a concrete pour Tuesday morning. The following deviations/omissions were observed. -The beam to column connection at column line E,8 was welded instead of bolted due to a misalignment problem. The as-built condition is acceptable and no further work is required. The shear plate connection for the beam at the elevator opening was burnt off and re-welded at its proper location. The as-built condition is acceptable and no further work is required. Various beam to beam and beam to column bolted connections were incomplete. In some cases this was due to a misalignment of the connector plates. These particular connections will have to be re-drilled or welded. This was pointed out to John Hutchins for corrective,action and will be reviewed when I review the roof frame erection. They are not required to be installed before the concrete floor is poured. -No other deviations or exceptions to the second floor structural steel erection were observed. Cc: Barnstable Building Department Oceanside Development and Construction pF"49,gs��c�' pDq�ENIC by: � • DeANGELO � . . c� .STRUCTUR L A No.35062 o�'�y�G4s DWD Engineering, Inc. €iW��k� 5 Michael Road DEC i �' 2' 01 East Bridgewater, MA 02333 (508) 378-9602 (P)/(508) 378-2922 (F) Field Report Date: 12-5-06 Present: Domenic DeAngelo John Hutchins (Super.) Steel Erector Location: 68 Center Street Hyannis, MA Building Permit#%1000 Remarks: 215 pm 1:46-pm— - 41 begrees mostly-sunny - The following was observed: .,. -Structural steel erection was still in progress.The purpose of this site visit was to review the second floor framing to facilitate a concrete pour tomorrow morning. The following deviations/omissions were observed. -Moment connections at the A line were missing for the beams between column lines 2 and 4 and between column lines 8 and 10. The.beam to column connection at Fine A,5 was missing two bolts. The elevator shaft tw; beam was missing one bolt at its connection. All of the bolted connections for the column splices at the interior rr columns locations were incomplete. Part of the problem was the beam to column connection misalignment,below. ( �V After discussing the situation with John Hutchins it was agreed that where bolts could not be provided, the plates 1 would be fully welded along all four sides with a '/" fillet weld in lieu of bolting. This would provide the necessary capacity and would facilitate the concrete pour tomorrow. -No other deviations or exceptions to the second floor structural steel erection were observed. Cc: Barnstable Building Department Oceanside Development and Construction OF DOMENIC W. DeANGELQ STRUCTURAL No.35062 � a k 1MY OF � ilFyw TN"4'1{LE DWD Engineering, Inc. 5 Michael Road DEC 12 PM 2: 7 East Bridgewater, MA 02333 (508)378-9602 (P)/(508) 378-2922 Field Report Dater 11-28-06 'Present: Domenic DeAngelo John Hutchins(Super.) Steel Erector Location: 68 Center Street Hyannis, MA Building Permit# 1��� Remarks: —' "'1UaiO am`1U 45 am - 45 degrees mosfly sunny - - The following was observed: -Column erection was complete and structural steel floor/roof erection was in progress. The purpose of this site visit was to review the revised column details at column lines B,3 and B,5 due to a detailing error. As a result, the columns were fabricated one foot too short. Based on conversations between this office and the steel fabricator-it was agreed that column extensions would be provided at the bottom of the existing columns.The base plate and l/� cap plate for this stub column would match!the,'thickness of the existing base plate and that the bolt connections . is ...., from the stub to main column would match the diameter of the existing column base plate. A review of the as-built conditions indicated that the corrective work was completed properly. ` -In addition, the anchor bolt placement for the column at line B,8 was revised due to the misalignment of the existing bolts at the time of pour. This situation had been discussed with John Hutchins previously and the recommendation of this office was to provide (2) new W,diameter anchor rods at the column centerline (in line with the other bolts) which would be epoxy grouted. In addition, (2) new 1-1/4" diameter anchor rods would be provided at opposite locations for the W diameter bolts. The as-built condition accurately reflected the recommended solution provided by this office. -No other deviations or exceptions to the column erection were observed. Cc. Barnstable Building Department Oceanside'Development and Construction �P V, OF: CAss�c�G �•. zDeANIGELO N STRUCTURAL, No.35©62 0 o DWD Engineering, Inc. ' }'' '" x 5 Michael Road 2v0t, :ti',l1 2 ! Ada `: 0 � East Bridgewater, MA 02333 (508) 378-9602 (P)/(508)378-2922 (F) Field Report 1VItSION Date: 8-15-06 Present: Domenic DeAngelo John Hutchins (Super.) Formwork Subcontractor Location: 6_0Ce to er Street. Hyannis"; MA Building Permit# Remarks:+ 12:00 pm-12:45 pm 70 degrees cloudy(with some intermittent rain) The following was observed: -Excavation for the exterior wall and column footings was complete and the area backfilled. Briggs was"onsite and reviewing the compaction of the bearing elevation. The bottom of the excavation was free of debris and standing -� .- �2 water. There were no''obstructionsal ofK protrusio1� ns into the.area which would affect the pour. ,Formwork for:the wall and ,exterior column footings has been completed. The column footing sizes were in conformance,with the design- drawings with respect to plan and depth dimensions. In addition, the formwork,for :ICJ the exterior wall footings was-in conformance with the design drawings-with respect to the width and depth. -Reinforcing steel was in the process,,of, being placed,and was approximately 95% complete. The bottom of footing reinforcing steel consisted of 245 continuous as noted on the,design/shop,_drawings. The steel was supported by plastic.chairs in order to maintain the required clearance between the underside of the reinforcing steel and the bottom of footing. Randomly measured splice lengths met or exceeded the required minimum (36 bar diameters). The size and spacing of the reinforcing-,mats for the column footings were in conformance with the design/shop drawings, Vertical dowels fora majority of the tcolumn ,piers were complete..The size (#7s) and quantity (8) were in conformance with,the,design/shop. drawings. In„addition, the horizontal ,ties (#3s) were installed at the top of footing and top of pier(to keep the.steel stable during the pour). -A concrete pour is scheduled for approximately 1 00,pm� A. representative from Briggs was Xonsite�to4,Ll obtain concrete specimens for testing._., gF�'� �y Cc{ Barnstable Building,Department p0MENIC W. G� Ocea`nside'D'evelo ment and Consttuction ; `' ` '" ' P D o eANGEL0 ' STRUCTURAL No.0062 ,x FStcQISTE�®� S �- D artment-of Industrial Accidents Office of Investigations 600 Washington Street _ Boston, MA 02111 rvww mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers, 1p1plicant Information Please Print Legibly lame (Business/Organization/Individual):4 enur " Ccycf address:_ -ity/State/Zip: (YVXG- yw VL- , Phone#: `�7�'l 23 �, g t re you an employer? Check the appropriate box: - Type ofproject(required): ' I am a employer with 4;-0Tama general contractor and I =6: ew construction employees(full and/or part-time).* have hired the sub-contractors I am a sole proprietor or partner listed on the attached sheet $ 7• ❑Remodeling. - ship and have no employees r These sub-contractors have 8. D 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 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.] ;y applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: )meowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. ntractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy infor n iatim. man employer that is providing workers'compensation insurance for my employees. Below is the policy and job site Durance Company Name: MA C- G Off- t CO :icy#or Self-ins.Lic. #: VJ d_J Q0 6-l"1`2151 Expiration Date: Z 3-0 q- - -J Site Address: City/state/zip: t5, : >ach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). _ lure to secure coverage as:required under-Section:25A of MGL c. 152 can lead to the imposition of criminal penalties of a - 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 .ip to$250.00 a day against.the violator..-Be-advised that a copy of this statement maybe forwarded to the Office of estigations of the DIA for insurance coverage verification. 7 hereby cert' and r t e pains and penalties-of perjury that the information provided above is true and correct ture: Dater )ne#: -7`11 (2.30 -L 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#:-71`•t -2-3,E) Information and Instructions { [assachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. r arsuant to this statute an employee is defined as"...every person in the service of another under any contract of hire, cpress or implied,oral or written." .n employer is defined as"an individual,partnership, association,corporation or other.legal entity,or any two or more f the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the ;ceiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the wner of a dwelling house having not more than three apartments and who resides therein; or the-occupant of the welling.house of another who employs persons to do maintenance, construction or-repair woilc;on such dwelling house r on the grounds or building appurtenant thereto shall not because of such employment be deemed-to be an employer:' 4GL chapter 152, §25C(6)also states that"every state or local licensing-agency shall withhold the issuance or7. "enewal of a license or per 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 1-52, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall. ;rater into any contract for the performance of public work until acceptable evidence of compliance-with the insurance equirements of this chapter have been presented to the contracting authority." kpplicants ?lease fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation_and,if iecessary,supply sub-contractors)name(s), address(es)and phone number(s)along with their certificates)of nsurance. Limited Liability Companies(LLQ or Limited Liability Partnerships(LLP)with no employees other than the nembers or partners, are not required to carry workers' compensation insurance. If an LLC.or LLP does have -mployees,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 [ndustrial 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 the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in thepermif/license-number which will be used as a reference number. In addition,au applicant that mast subnitmultiple"pemut/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. Anew affidavit.mustbe filled out each year.Where a homeowner 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 Ile to thank you in advance for your cooperation and.should you have any questions,,, Please do not.hesitate to give us a call. F.he Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial.Accidents Office of Investigations 600 Washington Street Boston, MA 02111.: Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 wised 5-26-05 Vw.mass.gov/dia l r . ' The Commonwealth of Massachusetts Department of Industrial Accidents " Office of Investigations "' d 600 Washington Street Boston,MA 02111' w>Ow.mass.gov/dia ' Workers'Compensation Insurance davit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le ibl Name(Business/Organization/Individual•): . �� t0_— •Address: City/State/Zip 'W 0 240fhone.#: Are you an employer?Check the appropriate box: .Type of project(required):. 1:❑ I am a employer with 4. [] I am a general contractor and I employees(full and/or part4ime),* • have hired the sub-contractors 6. ❑New construction . 2,�I am a'sole.proprietor or partner- listed on the-attached sheet. 7. .0 Remodeling ship and have no employees _ These sub-contractors have g,.❑Demolition working for me in any capacity. employees and have workers' $• 9. ❑Building addition [No workers'comp.insurance comp,insurance. El required.] 5. ❑ We are a 10.corporation and its ❑ ectrical repairs or additions officers have exercised their '3.❑ I am a homeowner doing all work . 11.[-ffum bing repairs or additions . myself.[No workers'comp.. right 6f exemption per MGL 12.❑Roof repairs insurance.required.]t c. 152, §1(4), and we have no employees, [No workers' 13.0 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 anew affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of.the yub-contractors and state whether ornot those entities have employees, If the sub-contractors have employees,they must provide their workers'comp,policy number. I ant an employer that is providing workers'compensation insurance for my employees. Below is.the policy.and job site* information. Insurance Company Name: I 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 maybe forwarded to the Office of Investigations of the bIA for insurance.coverage verification, I'do hereby certify under the ains•and penalties of perjury that the information provided above is true and correct. Signature: �' f • Date; � ,o _ Phone#: ! 9-7 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): J.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 states 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 CoWx *gmiee dgith`tlie 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 number(s) 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 not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the 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 must 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"a l-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 fo any business or commercial venture (i.e.a dog license or permit to burn 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 number:. (�Commonwwth of Massachusetts 'Depg xzt of ladustdal A.ccideets Qf ee of I'u;'Veshgatwas 600 Waslungtxi Street B.ostw,.MA 021 11 , . gel.##617-727-4900 ext 406 or 1- 7-MASSAFE Faye##617-727-7749 Revised 11-22-06 www.mass.gav/dia HYANNIS FIRE DEPARTMENT Harold S. Brunelle, Chief FIRE PREVENTION OFFICE 95 High School Rd. Ext., Hyannis, MA 02601 (508) 775-1300 BUILDING CODE COMPLIANCE FORM Plans dated q hA A for the property located at 0Ink, IST also known as ('ADS i7C't have been reviewed by of the Hyannis Fire Department. 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 d\If, 3. Hydrant Location &Water Supply ��1 i��- FL0WTGKT 4..Sprinkler Systems 5. Sprinkler Control Equipment ` 6. Standpipe Systems ✓ 7. Standpipe Valve Locations 8. Fire Department Connection �'" T►S�. eo S 9. Fire Protective Signaling System ,Twx, r 10. F.P.S.S. &Annunciator Location 1.1...Smoke.Control/Exhaust _. �✓.. 12. Smoke Control Equipment Location 13. Life Safety System Features 14. Fire Extinguishing Systems 15. F.E.S. Control Equipment Location V 16. Fire Protection Rooms �k 17. Fire Protection Equipment Signage 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 ild' it, the above issues are in compliance. Signature o ire Officia Date . � ' e - 1 x � :F � � :;� f 1� f t �r • �t. 1 •'}�. !: k * , �. __ � J I RESIDENTIAL CONDO LIST :� � 01% � Y. . map block lot name unit#. 327 154 - OOA 68 CENTER ST CONDO (HYANNIS) 1 327 154 OOB 68 CENTER ST CONDO(HYANNIS) 2 327 154 OOC 68 CENTER ST CONDO (HYANNIS) 3 r327 154 OOD 68 CENTER ST CONDO (HYANNIS) 4 154 OOE 68 CENTER ST CONDO (HYANNIS) 5 154 OOF 68 CENTER ST CONDO (HYANNIS) 6 154 OOG 68 CENTER ST CONDO (HYANNIS) 7 327 154 • OOH 68 CENTER ST CONDO (HYANNIS) 8 327 154 001 68 CENTER ST CONDO (HYANNIS) 9 327 154 001 68 CENTER ST CONDO (HYANNIS) 10 327 154 OOK 68 CENTER ST CONDO (HYANNIS) 11 327 154 OOL 68 CENTER ST CONDO (HY,•ANNIS) 12 327 154 OOM 68 CENTER ST CONDO (HYANNIS) 13 327 154 OON 168 CENTER ST CONDO (HYANNIS) 14 327 154 000 168 CENTER ST CONDO (HYANNIS) 15 327 154 OOP 68 CENTER ST CONDO (HYANNIS) 16. 327 154 OOQ 68 CENTER ST CONDO (HYANNIS) 17," 327 154 OOR 68 CENTER ST CONDO (HYANNIS) 18 327 154 OOS 68 CENTER ST CONDO (HYANNIS) 19 327 154 OOT 68 CENTER ST CONDO (HYANNIS) 20 327 154 10OU 68 CENTER ST CONDO (HYANNIS) 21 Q 1 -7 0 S �g l Fow�•�ar�=iah q:\assr\123files\condos.xLs Pagel ��(��� 7/18/2006 Town of Barnstable a� Building Department - 200 Main Street iAMSTABLE. * Hyannis, MA 02601 9 MASS. (508 1639. ) 862-4038 ArFO MA'S A . Certificate of Occupancy Application Number: 20063779 CO Number: 20070207 Parcel ID: 327154021 CO Issue Date: 08/29107 Location: 68 CENTER STREET Zoning Classification: Village: HYANNIS Gen Contractor: PROPERTY OWNER Permit Type: SC00 CERT OF OCC SPECIAL PROJ. CM Comments: Building Department Signature Date Signed /I j. 4 IME Town of 'Barnstable Building Department - 200 Main Street BARNSTABLE, * Hyannis, MA 02601 MASS. 9�A 16319 , (508) 862-4038 rFD MA'S A Certif icate of Occupancy Application Number: 20063779 CO Number: 20070207 Parcel ID: 327154021 CO Issue Date: 08/29/07 Location: 68.CENTER STREET Zoning Classification: Villager HYANNIS Gen Contractor: PROPERTY OWNER Permit Type: SC00 CERT OF OCC SPECIAL PROD. CM Comments: 1P Building Department Signature Date Signed TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel H 02.1 Application# o Health Division Conservation Division Permit# Tax Collector Date Issued Li J _ Treasurer "-` Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis �Jcr Project Street Address Village H YA"to ys Owner &;;otg, ` c3ej . L,L C. Address �- Telephone S Permit Request &.y1L0 \ 6,00 P� ' 3 ��U�� �u tfLDkoyi AS P z. -a Square feet: 1 st floo existing proposed '2nd floor:existing proposed Total new Zon'q Distgt Flood Plain j - Groundwater Overlay A- Proje` :ValuQon q66 Construction Type :512> Lot Si � Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwellin'dType ingle Fafnily ❑ Two Family ❑ Multi-Family(#units) l X Age of Estingructure Historic House: ❑Yes ❑No On Old King's Hi huay: ❑(Ts W No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other SLa c Basement Finished Area(sq.ft.) /�` Basement Unfinished Area(sq.ft) L via Number of Baths: Full:existing new Half:existing X Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: 2!Gas ❑Oil ❑Electric ❑Other Central Air: Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes C o Detached garage:❑existing ❑new size W PI Pool:❑existing ❑new size f, Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size $V Other: Zoning Board of Appeals Authorization 8 Appeal# Recorded❑ Commercial Ur-les ❑No If yes,site plan review# 2_,>2,_.0 ro Current Use Proposed Use RatAtL BUILDER INFORMATION .,`a_,_.Teleohone Nurn.ber_—14, Address t- q (Zt.J gg- ko-40 - License# 01-tPcSLbZ MACSjorc%M%kkS fAA OZ(.%I Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIG �- URE DATE l01 l o n� FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. S i ADDRESS VILLAGE ' f bWNER r t�Tk[ DATE OF INSPECTION: - FOUNDATION r ►�t r, - FRAME 0-7 INSULATION �rC- � � -' T FIREPLACE - ELECTRICAL: ROUGH FINAL 1 P PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL Pcr r -- a FINAL BUILDING.. ® ; �� 7 � - r Dp4 v t r-- DATE CLOSED OUT y ASSOCIATION PLAN NO. I i SM c w� Avsmiirt s Firestop Solutions Friday, March 09, 2007 d To: John Hutchins Construction Manager Oceanside Construction and Development RE: Firestop Inspection And Certification 68 Center St. Hyannis Mixed Use Development r This is to certify,that FireSmart has completed the installation of Firestopping systems and materials for the above referenced project. The installation is in accordance with the systems requirements and as required by the Local Building Code. The areas of the project that are completed and inspected are the following: Building#1 units 1-16 FireSmart has completed this project under our Quality Assurance and Control P Program. F Smart Peter J. Barbadoro Certified State Building Inspector PE, President 133 Beach Street•Quincy,MA 02170•Ph:617-786-1413•Fax:617-786-1023•www.firesmart.net J � � J -F � -F I Plan Review Prerequisites (3 az ,estr � Names Prior:History [ Inspections M idlation i �® 2 w= S Maintain projectlactivity detail for the current application. BSC GROUP providing solutions that create value 349 Main Street (Route 28), Unit D West Yarmouth MA 02673 August 15, 2007 Tel: 5o8-778-89i9 Ellen Swiniarski 800-288-8123 Planning Department Fax: 5o8-778-8966 200 Main Street Hyannis, MA 02601 www.bscgroup.com CERTIFICATION OF CIVIUSITE WORK RE: 68 Center Street, Hyannis, Massachusetts Plan#: 5688-1 job#: 48856.00 Title: Mixed Use Development, 68 Center Street, MA BSC has performed periodic site inspections for the Mixed Use development project at 68 Center Street in Hyannis, Massachusetts. To the best of my knowledge the construction is in general compliance with the approved plans. The following minor modifications were made but do not adversely affect public safety or the environment: • Layout of retaining walls along the easterly property—re-use of the existing wall allowed for a smaller wall to be constructed which functions similar to the proposed layout and has less environmental impact. • Configuration of Rain Gardens within the parking lot—the final construction meets DEP storm-water policy regulations for treatment of stormwater • Access ramp at southeast corner of project removed—adequate access still provided throughout site of �o MARK D. G cn DIBB t^i Engineers v CIVIL w No.45937 Environmental o /S7E �� /, l Scientists C S -- - ------V- lAL ---- -`- ------- - CIS Consultants Signature ' Date Landscape Architects Planners Surveyors