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0700 MAIN STREET (HYANNIS) (8)
ct See o Id l��Yr s��s� �- 3�a o r i 3 �� �� C ALE� ® �� �� ., � � � t, r r �07n jyteG ���� b►`` Y�2 Y'D r' �-� C IUD D1�7�� rS I L -\Olt A MA:! V-t i -- 126 c 41 P A,pr ,u, ?f ij? 4,2)9PN? No ItIS ` Town of Barnstable �► c Engineering Division 36'7 Mzin VMOt,Hyenrus MA.MIMI ' Office' 508-862-4088 Rork A. 8tlrgmann,P,EE, Faac 506-862-4711 Tmvn>E~egineer FOB S-911 ADDRESS IN s ROAD OPEN PERMITS, MA-EPING: MAr t�ax, NOTE: WEB SITE: httpeIitown.barnstable.ma.us Funk Schegel,ERI I &Noords 1Viw-images ►a ess - pho its: 9-Ar4tqS 90 c,o d © Urgent © For k aview, Q inesse commeasr Cl PteAse ftply ` © )phase.Recycle e Comments: Div G•��5 c�0 !S 7`�F ,¢Q�JR�:'S S S C:ff�b7L� .. k?t 4;4. 700 ,,J, q ' ! 'L�//�J 3V rye+ +70�, r'L7�1� S T. �,/7'I vC.%J u r Gov ,v w ,� r Town of Barnstable Building Department - 200 Main Street BARNSTABLE� MASS. * Hyannis, MA 02601 . (508) i6g S. 862-4038 9� ArfO MA't A Certificate of Occupancy Temporary Application 20062302 CO Number: 200700020 Parcel ID: 308004001 CO Issue Date: 07/05107 Location: 700 MAIN STREET Zoning Classification: , r Owner: GINSBERG ASSET MANAGEMENT LLC Proposed Use: 555 CONSTITUTION DR TAUNTON, MA 02780 Village: HYANNIS Gen Contractor: LAMBALOT, JOSEPH E. Permit Type: CTC2 2ND COMM TEMPORARY CO Comments: HARRY'S RESTAURANT 60 DAY TEMP CO r 09/05/07 y - Building Department Signature Date Signed Expiration Date I . t r TOWN OF BARNSTABLE Building Application Ref: 20062302 BARNSTABLE, Issue Date: 01/05/07 Permit 9 MASS. 1639. ��� Applicant: Permit Number: B 20070024 ArFD MA'I A Proposed Use: Expiration Date: 07/05/07 Location 700 MAIN STREET Zoning District Permit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 308004001 Permit Fee$ .00 Contractor LAMBALOT,JOSEPH E. Village HYANNIS App Fee$ 100.00 License Num 048722 Est Construction Cost$ 700,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW OFFICE BUILDING&HARRY'S-FOUNDATION PERMIT 89514 THIS CARD MUST BE KEPT POSTED UNTIL FINAL PAID FOR WHOLE BLDG.UNDER 89514 INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: GINSBERG ASSET MANAGEMENT LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 555 CONSTITUTION DR INSPECTION HAS BEE E. TAUNTON, MA 02780 Application Entered by: NL Building Permit Issued By: THIS PERMIT.CONVEYS NO RIGHT TO OCCUPY ANY.STREET;ALLY-OR SIDEWALK OR ANY PART THEREOF EITHER TEMPORARILY OR'P RMANENTLY: ENCROACHEMENTS ON PUBLIC PROPERTY'NOT SPECIFICALLY PERMITTED.UNDER THE BUILDING'CODE;MUST BE APPROVED BY THE JURISDICTION: .. STREET OR ALLY GRADES AS WELL.AS DEPTHAND:LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS; THE ISSUANCE OF,THIS.PERMIT DOES NOT RELEASE THE APPLICANT FROM THE"CONDITIONS OF"ANY APPLICABLE SUBDIVISION RESTRICTIONS ., MINIMUM OF 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 a.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS �_I c�--C' fit` -� A iNSO y. Uowra sTc �r�S — &J 3 4C a'?ti 0 4r-a-t-c-7 VPQ 1 Heating Inspection Approvals Engineed.rig Dept it rl4 S-0 67 s; o w N C;—f �c .1� G q s Z z 0 Fire Dept 2 _ Z ; e_-�7 Boa f e Ith OpIME Tp Town of Barnstable ~s 200 Main Street,Hyannis,Massachusetts 02601 BAMSCABLE, MASS. Growth Management Department Thomas A. Broadrick, AICP 367 Main Street,Hyannis,Massachusetts 02601 Director of Planning,zoning Phone(508)862-4785 Fax(508)862-4725 www.town.barnstable.ma.us &Historic Preservation June 28, 2006 Ginsburg Assets Management LLC c/o Daniel Adams P. O. Box 901 West Barnstable, MA 02668 RE: Site Plan Review#073-05—Ginsburg—350 Stevens Street, Hyannis Map 308, Parcel 004 Dear Mr. Adams: The Site Plan Review Committee has reviewed the above and the Building proposal g Commissioner has determined that the plans could be administratively approved subject to the J�l ' following conditions: • Plans dated December 12, 2005, revised December 21, 2005 and March 14, 2006, Sheets 1-8, prepared by BSC Group, West Yarmouth, MA will need to be finalized and revised to incorporate the conditions of this letter. Said comprehensive revised plan will need to be submitted for administrative approval by the Building Commissioner, prior to the issuance of a building permit. All construction shall be in compliance with this final approved site plan. • The number of bedrooms will need to be added to the Zoning Compliance Table on the Title Sheet of the revised plan. • A letter of compliance with the Town's Design and Infrastructure Plan will need to be obtained from the Growth Management Department. • Outdoor parking space dimensions will need to reflect a 19 ft. length on the revised plan, instead of 18 ft. length as currently shown. • The garage parking spaces should depict a typical car size on the revised plan and shall demonstrate adequate vehicular access within the garage of at least fourteen (14) feet • The water main construction shall be in compliance with the revised, approved, signed plans by Mark Dibb, PE dated 2/13/06, which plan is the basis for the approval letter from Hans Keijser, Water Supply Division, Department of Public Works, as he states that plan incorporates and addresses all issues included in his memo to the applicant dated 02/09/06. • The cross pitch of the sidewalk needs to indicate drainage toward the road, as shown in the"concrete sidewalk detail" on sheet 7 of 8 of the referenced plans. • All permits, licenses and approvals required will need to be obtained. j n A • Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Section 240-105(G). This document shall be submitted prior to the issuance of the final certificate of occupancy. • No occupancy permits shall be issued for any of the 29 units until such time as the developer executes a monitoring agreement and deed restrictions in a form approved by the Town Attorney in which the developer agrees to sell three of the twenty-nine units to a governmental agency or non-profit who shall offer said units for sale or lease to a qualified affordable purchaser or tenant whose income is at 65% of the area median income based upon household size.. The initial selling prices for each unit shall be based upon a formula under which monthly housing costs, including mortgage payments, taxes, insurance, and condominium association fees, shall not exceed 30% of 65% of the area median income based upon household size. The affordable units shall be integrated with the development and shall be compatible in design, construction and quality of material with the other units and otherwise comply with the provisions of Section 9 of the Code of the Town of Barnstable. Such units shall be depicted on the revised plan showing the location and mix of units proposed. • No occupancy permits shall be issued for any of the 29 units until the developer either 1) deposits $50,000 with the Town Treasurer for completion of the sidewalk or 2) constructs to the satisfaction of the Town Engineer a concrete sidewalk 5.5 feet wide with granite curbing in the area along Stevens Street from Main Street to North Street. This letter is issued for the applicant to proceed directly to a building permit application with the Building Commissioner or toward Regulatory Agreement 2006-01 as scheduled with the Planning Board June 26, 2006. Sincerely, Ellen M. Swiniarski Sec. to Planning Bd. and SPR Coord. cc: Planning Board File Thomas Perry,Building Commissioner Site Plan Review File �3 YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates(cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. f r DATE: -° . IL Fill in please: MR;rh $ �i ''� i APPLICANT'S YOUR NAME/S: SI NESS YOUR HOME ADDRESS: WVXQ n +�ivatN F r _j� n TELEPHONE # Home Telephone Number NAME OF CORPORATION: NAME OF NEW BUSINESS_ 000 TYPE OF BUSINESS IS THIS A HOME OCCUPATION? YES O r ADDRESS OF:BUSINESS` "MAP PARCEL NUMBER / 9- .�� � (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in thi town. 1. BUILDING CO ISSI NER'S O CE OU��d b This indivi ual a (e m�=fap rmit req,uirpments that pertain to this type of business. Q.- �n ItZ4 �Au o ized Signa COMMENTS: ( ticJ -M( 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature* COMMENTS: ME ,L..d � 3`'p'�r ti++ra•R, `( #r«e.- s ..wC�`„,,;F+k....y. N n+.�� �� 'S`-j.,'?k_tA` -.sr'v+.Fr,1_"�.. �Piw"-�d".�.�^#_^�..rx.�. 4 a A.•. �.: n 700 ®MM fd9JiWLLE �Wl , t lad-seal ■�: �, - 1 �� � � .Y� � fiL,.. � x.i +. Kam*• _ - . .i« 11 Main Street • 1 SF Fitness • • • • Day Spa For more information, please contact: Michael J. McCarthy L� . CONOYNE, LLC 617.237.1824 Real Estate Development mmccarthy@condyne.com www.condyne.com Two Adams Place, Suite 100, Quincy, MA 02169 P: 781.848.8787 F: 781.848.3774 700 Main Street Hyannis, MA Specifications Total Building Size: 8,164 SF Space Available: 2,430 SF subdividable . Year Constructed: 2008 s Parking: 60 Zoning: HVB Lighting: Recessed lighting and accent wall fixtures HVAC: Fully air conditioned with individuals thermostat k A Security: 24-hour secured access Restrooms: Men's and women's locker rooms with a showers Spa/fitness amenities: Workout area with floating wood flooring, . (4) massage rooms, a manicure/pedicure room w/ plumbing, waiting area, laundry hook-up, surround sound wiring Elevator: . Passengers ' 4 Utilities: Electric: NStar f �f 7 Gas: Keyspan Water: Town of Barnstable yam' Sewer: Town of Barnstable Tenants in Park: Dina's Sports Bar & Grill, The Cornerstone AJI Group 11 Main Street Hyannis, MA Condyne, LLC is pleased to offer for lease 2,430 SF of studio/retail space at 700 Main Street in Hyannis.This subdividable studio or street level retail space is located in the heart of downtown Hyannis on desirable Main Street. 700 Main Street is a new, mixed use facility in a prime location. This space will give tenants the sought after Main Street address while still affording the luxury of parking for their customers. The flexible layout could be easily transformed to accommodate a variety of uses including medical, physical therapy and general office. - The fitness room features custom aerobic floating hardwood floors, wall-to-wall and floor-to-ceiling mirrors and a modern sound system. Bathrooms and locker rooms include shower facilities and marble countertops. The spa area has .four massage rooms with sound proofing to ensure privacy, a manicure/pedicure room and a tanning room with wiring for the latest UV and spray tanning booths as well as a service hallway with a washer and dryer hook-up. The reception area features marble countertops and custom bamboo flooring throughout. Located on vibrant Main Street in Hyannis, 700 Main Street is located within walking distance to Hyannis Harbor, shops and public transportation and just minutes from the Cape's finest beaches, and numerous historic landmarks. I -- ----- �- - - - - ellk r u r la n I y r estwood� f I i 3 eymolrth � North Ocean Clicuot rJ,(i 1V �__ s . & o-, G *27 Mon.�Stou ~'"- i ,tt 9 Hanover . ` -anklin Brocktdri; Whitman '� -mbroke j oxboro E 'ston Center_,_;, South ProYincetovvn ` :'�► `° t' 1 o outh Duxbury , xla Hill cidgewa1. ter� o:Truro 123, t ynhem Halifax %Plymouth cWellfieet off-..__. . {` �Tauntono j,�-PLYtv1vlJTH North;' awtucket njo ,oC rD o ;�_ C8Pe Cod Bay Easthama • • • • • - • • - • • - li o g:. 3 ra Rehoboth 1' de Island i\l Sagamore Eastham�t asLlt Shores° Beach r �� ce Ft;etowno..-- - 1 �Orlex�r - • • - • - - • • • 2 BRt TOL 11 Buua�sEayo"Whument East Dennis 6 3RIS�6L ;{j jqp, Beach East ��m River -I? hest ° 4 1 R R N S T A B•LE.:.8 °Harwich rcwick �' ( Pocasset - North°(7 `So ennis.) West' • • • • • Hew Sedfnrtl ` Falmouth°r U30 28 �' Chatham :moirthY'�rth:Dartmouth ° West Falmouth' Centerville NEr PORT Bliss Corner °l ud Middletown Falmouth�Teaticket RO Buzzards Bay vineyard For more information, please contact: Michael I McCarthy FEE CONOYNE, LLC 617.237.1824 Real Estate Development mmccarthy@condyne.com _. www.condyne.com Two Adams Place, Suite 100, Quincy, MA 02169 P: 781.848.8787 F: 781.848.3774 _.NAME OFOFF _ BAR 70955 TOWN OF p/�p ADDRESS OF OFFENDEff j.—�,,, BARCoot J '� �-^•"�""'""- ! NSTABLE CITY.STATE.ZIP COD` j,/ fl pf I SHE►q,- MV/MB REGISTRATION NUMBER OFFENSE Uj TIME AND DATE OF VIOLATION LOC TION;0 VIOLA ION - _ Z LU NOTICE OF { (A.M.i P:M)ON�j% 20 l ca b 1 1/�fr7 .S SIGNATURE OF ENFORCING,PERSON,;" ENFORCING'UEPT. ' BADGE NO. LUVIOLATION �.! �, , N OF TOWN I HEREBY ACKNOWLEDGE RECEIPT OF CIION X a K AT ORDINANCE IE Unable to obtain signature of offender.d ~ nC Z- THE NONCRIMINAL FINE FOR THIS OFFENSE IS i' 0 Date mailed LU OR LU YOU HAVE THE FOLLOWING ALTERNATIVES WITH REGARD TO DISPOSITION OF THIS MATTER.EITHER OPTION(1)OR OPTION(2)WILL OPERATE AS A FINAL a DISPOSITION WITH NO RESULTING CRIMINAL RECORD. ti REGULATION (1)You may elect to pay the above fine,either by appearing In person between 8:30 A.M.and 4:0o P.M.,Monday through Friday,legal holidays excepptea, Q Uj before:The Barnstable Clerk,200 Main Street,Hyannis,MA 02601,or by mailing a check,money order or postal note to Barnstable Clerk,P.O.Box 243Q Hyannis,MA 02601,WITHIN TWENTY-ONE(21)DAYS OF THE DATE OF THIS NOTICE. a R2)If you desire to contest this matter in a noncriminal prooeedi ,yyou maayy do so by making written request to DISTRICT COURT DEPARTMENT,FIRST RNSTABLE DIVISION,COURT COMPOUND,MAIN STREt_T,BARNSTABLE,MA 02630,Attn:21 D Noncriminal Hearings and enclose a copy of this citation for a hearing. (3)If you fail to pay the above offense or to request a hearing within 21 days,or If you fail to appear for the hearing or to pay any fine determined at the hearing to be due,criminal complaint may be issued against you. ❑ I HEREBY ELECT the first option above,confess to the offense charged,and enclose payment in the amount of$ Signature I ' I'� NAME OF OFFEN \ BAR 7.0�9 6 5 - TOWN OF . ADDRESS OF OF - III ► BARNSTABLE CITY,STATE,ZIP CO _ �IHE fps MV/MB REGISTRATION NUMBER 1 RAR\til'ARIk;, ' *nIE i611")LL W lIASS d 1639• `0g O i IOLATION 0 VIO• N a W NOTICE OF (A.M. ONs, ,20 j� I SIGNATURE D�FENFOflCI SO EN E t\ BADGE NO. N VIOLATION C) 1 OF TOWN w 1 HE ACKNOWLEDGE RECEIPT OF ATION X a � I < Unable to obtain s. natu a of.offender. ORDINANCE THE NONCRIMINAL FINE FOR THIS OFFENSE IS Date mailed w ; OR YOU HAVE THE FOLLOW ALTERNATIVES WITH REGARD TO DISPOSITION OF THIS MATTER.EITHER OPTION(1)OR OPTION(2)WILL OPERATE AS A FINAL a'.I!G i w DISPOSITION WITH NO RESULTING CRIMINAL RECORD. rn REGULATION 1 You ma elect to ay the above fine,either b appearing in person between 8:30 A.M.and 4:00 P.M.,Monday through Friday,legal holidays excepted, w Y PP• g I P.O. before:The Barnstable Clerk,200 Main Street,Hyannis,MA 02601,or by mailing a check,money order or posta note to Barnstable Clerk,P. .Box 2430, a Hyannis,MA 02601,WITHIN TWENTY-ONE(21)DAYS OF THE DATE OF THIS NOTICE. (2)If you desire to contest this matter in a noncriminal proceeding,you may do so by making written request to DISTRICT COURT DEPARTMENT,FIRST u BARNSTABLE DIVISION,COURT COMPOUND,MAIN STREET,BARNSTABLE,MA 02630,Attn:21D Noncriminal Hearings and enclose a copy of this �i citation for a hearing. v (3)If you fail to pay the above offense or to request a hearing within 21 days,or if you fail to appear for the hearing or to pay any fine determined at the c hearing to be due,criminal complaint may be issued against you. U'; i ❑ I HEREBY ELECT the first option above,confess to the offense charged,and enclose payment in the amount of$ G f Signature = • i 1 Or. ..r.. ..- -. _ ..... ,. ... � ....�...e r. .-...... _._:.:_.. Y7-.r..,.-., "fr:'s.-r..e•-:� -'-r. ..—,J- r. .. c-., a._. _ TOWN OF BARNSTABLE BAR-W 462 Ordinance or Regulation WARNING NOTICE -T, Name of Offender/ManagerA ( ` ��„$! �r`� MV/MB Re # Address of Offender;, �� �8 d��,�it/� .: g. village/State/Zip � A.r1r) �; �t Y /� Business Name {(� �' I am/pm, on 201 Business Address �b,v,;f '4.n Sgnatu /of Enforcing Officer Village/State/Zip Location of Offense �t Enforcing)Dept/Division Offense _)11 Facts This will serve only as a warning. At this time no legal action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel — loll Application# �Q6 Health Division Conservation Division Permit# Tax Collector Date Issued 0 Treasurer Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address zw Village Owner C�//�� Zip 4z(f Address �_ Telephone ��� �/�l- ,�0�7 yl lc Permit Request Square feet: 1st floor:existing 6b proposed — 2nd floor:existing `— proposed Total new Zoning District 1101W Flood Plain Groundwater Overlay Project Valuation v,6166 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 &Ifo' On Old King's Highway: ❑Yes dlo 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 newcm — �s Total Room Count(not including baths):existing new First Floor Room Co nt —c Heat Type and Fuel: J Gas ❑Oil ❑Electric ❑Other cc Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/co ove: des 5P No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑exist ng ❑new si Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: C7' rn Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Uses Proposed Use _. ��'ir�m - ®e✓rvc, �% Z-ek!-7 DER INFORMATION Name192:�,z- Telephone Number 7���G/8� ���7 r _ Address 40 License# Ol/�7�2 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Oelw // SIGNATUR DATE S D" FOR OFFICIAL USE ONLY t kRMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER' DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r Commonwealth of Massachusetts _ ■ s�. 100054046 -- _ -_ Asbestos Notification Form ANF-001 Decal Number Important:When filling out A. Asbestos Abatement Description forms on the computer,use 1. a. Is this facility fee exempt-cit ,town, district, municipal housing authority, owner-occupied only the tab key residence of four units or less?y❑Yes ❑✓ No to move your cursor-do not b. Provide blanket decal number if applicable:use the return Blanket Decal Number key. 2. Facility Location: :'__f'0 01 : HARRY'S RESTAURANT-BLDG.#1 1 350 STEVENS STREET a.Name of Facility b.Street Address BARNSTABLE MA 02601 M'A '.LNc.City/Town d.State e.Zip Code f.Telephone Number INSTRUCTIONS 3. Worksite Location: 1.All sections of this BLDG.#1 -UTILITY ROOM I&WOMEN'Si IBATHRO07 IM AREA 7 1 form must be a.Building Name/Building Location b.Building# c.Wing d.Floor e.Room completed in order to comply with 4. Is the facility occupied? ❑✓ Yes ❑No DEP notification requirements of 310 CMR 7.15 5. Asbestos Contractor: and the Division of occupational NORTHEAST REMEDIATION 253 LOW STREET SUITE 224 Safety(DOS) a.Name b.Address notification requirements of 453 NEWBURYPORT —� 01950 1 16173899188 CMR 6.12 c.Ci [Town d.Zip Code e.Telephone Number AC000392 f.DOS License Number g. Contract Type: ❑✓ Written ❑Verbal TERRY BAUER GREEN SEAL ENVIRONMENTAL REP. h.FacilitV Contact Person i.Contact Person's Title JUAN JOSE MEDINA AS072957 6' a.Name of On-Site Supervisor/Foreman b.Supervisor/Foreman DOS Certification Number 7 DIVERSIFIED ENVIRONMENTAL IAA000107 a.Name of Project Monitor b.Project Monitor DOS Certification Number 8 YEE CONSULTING GROUP IAA000145 a.Name of Asbestos Anal ical Lab b.Asbestos Analvtical Lab DOS Certification Number OS/02/2007 05/04/2007 0 9' a.Project Start Date mm/dd/ b.End Date mm/dd[ 0 7AM-3PM N/A N c.Work hours Mon-Fri. d.Work hours Sat-Sun. 0 10. a.What type of project is this? �o ❑ Demolition ❑✓ Renovation ❑ Repair ❑ Other, please specify: b.Describe 11. a. Check abatement procedures: ❑✓ Glove bag ❑ Encapsulation o ❑ Enclosure ❑ Disposal only U. ❑ Cleanup ❑✓ Other, specify: ISAFE WORK PRACTICE z ElFull containment b.Describe -Q 12. Is the job being conducted: Q Indoors? ❑Outdoors? ■ anf001ap.doc•10/02 Asbestos Notification Form•Page 1 of 3■ Commonwealth of Massachusetts ■ 100054046 y Asbestos Notification Form ANF-001 Decal Number � i A. Asbestos Abatement Description (cont.) 13. Total amount of each type of Asbestos Containing Materials(ACM)to be removed, enclosed,or enca sulated:_ 20 10 a.Total pipes or ducts(linear ft) b.Total other surfaces square c.Boiler,breaching,duct,tank d.Insulating cement surface coatings Lin.ft. Sq.ft. Lin.ft. Sq.ft. e.Corrugated or layered paper o f.Trowel/Sprayer coatings � I pipe insulation Lin.ft. Sq.ft. Lin.ft. . Sq.ft. g.Spray-on fireproofing Lin Sq� h.Transite board,wall board Lin.ft. Sq.ft. i.Cloths,woven fabrics I j.Other,please specify: -1 10 Lin.ft. S ft. Lin.ft. Sq.ft. k.Thermal,solid core pipe 20 VAT insulation Lin.ft. Sq.ft. I.Specify 14. Describe the decontamination system(s)to be used: 2-CHAMBERED DECONTAMINATION FACILITY WITH WASH STATION 15._Describe the containerization/disposal methods to comply with 310 CMR 7.15 and 453 CMR 6.14(2) (g): ACM WILL BE WET(HAND TO BAG)ACM WILL BE LABELED, PACKAGED &TRANSPORTED. 16. For Emergency Asbestos Operations, the DEP and DOS officials who evaluated the emergency: N/A a.Name of DEP Official b.Title c.Date mm/dd! )of Authorization d.DEP Waiver# N/A e.Name of DOS Official f.DOS Official Title N g.Date(mm/dd/yyyy)of Authorization h.DOS Waiver# _0 17. Do prevailing wage rates as per M.G.L. c. 149, §26, 27 or 27A—F apply to this project? ❑Yes 7 No B. Facility Description �N —0 RESTAURANT 1. Current or prior use of facility: �o 2. Is the facility owner-occupied residential with 4 units or less? ❑Yes [Z No DAN ADAMS C/O GINSBERG ASSET MNGM 555 CONSTITUTION DRIVE 3' a.Facility Owner Name b.Address o TAUNTON, MA 02780 1 1508-280-3071 o c.City/Town d.Zip Code e.Telephone Number area code and extension �LL 4 TERRY BAUER, GREEN SEAL ENVRNMNTL 128 ROUTE 2A a.Name of Facili Owner's On-Site Manager b.On-Site Manager Address Z SANDWICH, MA I J0i5ii 508-888-6024 Q c.City/Town d.Zip Code e.Telephone Number(area code and extension) ■ anf001ap.doc•10/02 Asbestos Notification Form•Pa e 2 of 3■ Commonwealth of Massachusetts 100054046 - Asbestos Notification Form ANF-001 Decal Number B. Facility Description (cont.) N/A 5' a.Name of General Contractor (� b.Address F_ ---- 7 c.Citvfrown d.Zip Code e.Telephone Number area code anon f.Contractor's Worker's Comp.Insurer g.Policy Number h.Exp.Date mm/dd/ 6. What is the size of this facility? a.Square Feet b.Number of floors C. Asbestos Transportation and Disposal 1. Transporter of asbestos-containing material from site to temporary storage site(if necessary): NORTHEAST REMEDIATION 25 STOREY AVENUE#256 Note:Transfer a.Name of Transporter b.Address Stations must INEWBURYPORT,MA 7 101950 (617) 389-9188 comply with the c.City/Town d.Zip Code e.Telephone Number Solid Waste Division 2, Transporter of asbestos-containing waste material from removal/temporary site to final disposal site: Regulations 310 CMR 19.000 SERVICE TRANSPORT GROUP 58 PYLES LANE a.Name of Transporter b.Address NEW CASTLE, DE 19720 _ (877)999-9559 c.Ci /Town d.Zip Code e.Telephone Number 3. INIA a.Refuse Transfer Station and Owner b.Address c.Cit /Town d.Zip Code e.Telephone Number 4. JA& L SALVAGE INC a.Final Disposal Site Location Name b.Final Disposal Site Location Owner's Name 11225 STATE ROUTE 45 1 ILISBON c.Final Disoosal Site Address d.City/Town O H 44432 e.State f.Zip Code g.Telephone Number M O D. Certification N The undersigned hereby states,under the ISARAH MARCONE {,(Q/- �0 penalties of perjury,that he/she has read the a.Name b.Authorized Signature �o Commonwealth of Massachusetts regulations 1ROJECTS COORDINAT 1 04/12/2007 —� for the Removal,Containment or c.Position/Title d.Date mm/dd/ Encapsulation of Asbestos,453 CMR 6.00 and (617) 389-9188 1 INER —� 310 CMR 7.15,and that the information contained in this notification is true and correct e.Telephone Number f.Representing _c) to the best of his/her knowledge and belief. 125 STOREY AVENUE#256 o g.Address emu. INEWBURYPORT, MA 1 101950 Z h,City/Town I.Zip Code Q anf001ap.doc-10/02 Asbestos Notification Form-Page 3 of 3 April 12, 2007 NOTIFICATION OF ASBESTOS ABATEMENT ATTENTION: Hyannis Health Department 200 Main Street Hyannis, MA 02601 Northeast Remediation will be conducting an asbestos abatement project at the following location. Please note the site and dates listed below,with the latter being subject to changes. Do not hesitate to contact our office for more detailed scheduling information at 617-389-9188. BUILDING LOCATION: Harry's Restaurant 350 Stevens Street Hyannis, MA 02601 START DATE: 5/2/07 END DATE:. 5/4/07 Asbestos signs will be clearly posted in all areas where work is being conducted. Please take the necessary precautions in the event you are required to enter the building during an emergency. If you have further questions with respect to this abatement project,please do not hesitate to contact our office at any time at(617) 389-9188. Thank you very much for your attention regarding this matter. Very truly yours, :`a NORTHEAST REMEDIATION Sarah Marcone Projects Coordinator Corporate Headquarters New England Office 462 Getty Avenue 25 Storey Avenue#256 Clifton,NJ 07011 Newburyport,MA 01950 Tel.617-389-9188 Fax 617-389-9198 . . : _ .. \ #9 §fm7 # &4s ` \ <\ \\ ƒ\ $TR§ 100 S 6§& \ \a«c me« } {t,/ , � t�) . ... «B Tr.no: »ma 2 . s e,0 S§S. 2 Aƒ/�Nf O:�u�#�z�. N:�v/�(®b2 74. 5 \«2y • •oa, ( \ A/bc <+V!!L/!LVlNYGH•K/i vJ 1II LLOJ N.�.fL wJ G4r0 �i •' Department oflndustrial Accidents _ Office of Investigations ' 600 Washington Street Boston, MA 02111 ,. www.mass.gov/dia ' 'Workers' Co'MP ensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lelzibiv Name(Business/Orgmizatiowbdividual): . Address: <Sl� City/State/Zip: �� Q�-�w Phone:#: Are you an employer? Check e'appropriate boa: -Type of project(required):, . 1.❑ I am a employer with 4.VI am a general contractor and I employees(fall and/or part time).* have hired the sib-contractors 6.. New construction . 2.7 I am a'sole proprietor or partner- listed on the-attached sheet. 7• ❑Remodeling ship and hive no employees These sub-contractors have S. [demolition' working for me in any capacity. employees and have workers' [No workers' comp.insurance comp.insurance t, 9. []Building addition required.] 5. 7 Yore are a corporation and its 10.❑Electrical repairs or additions '3.❑ I am a homeowner doing.alt work officers have exercised their 11.0 Plumbing repairs or additions .' myself. [No workers' comp. right of exemption per MGL' 12.Q Roof repairs insurance required.]t c. 152,§1(4), and we have no employees. [No workers' 13:[]Other _ comp,insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the'sub-contractors and state whether ornot those entities have employees..if the sub-contractors have employges,they must provide their workers'comp.polidynumber. I gin an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site information. Insurance Company Name: ' Policy#or Self-ins.Lic.#: �L' 3�S��Q��S 1 Expiration Date: '- Job Site Address: •JNN6 City/state/zip:!j Attach a•copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of - InvestiRations of the DIA for insurance coverage verification. I do h by c ify n r the in�-and penalties of perjury that the information provided above is true and•correct, Simafore:. Date: l2— Phone#: Official use only,.-Do not write.in this area, to be completed by city or town offrciaL City oT Town: Permit/License# Iss-,Jing Authority(circle one): :1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector b.Other Contact Phone#�: InforM ation* and In tructi®ns - Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. pursuant to this statute,au employee is defined as"...every person in the service of another under any contract of hiie, 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 leaeiVP.7'or trL -of_anindividual,partnership.'association or other legal entity einploying•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." M(3L 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.theyerformance of public work until-acceptable evidence•of oomplia"with the insurance requirements of.this chapter have beenpresented•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-cont'ractor(s)name(s),address(es)and phone numbers)along with their certificates) of insurance. Limited Liability Companies'(LLC)or Limited Liability Partnerships(LLP)with no employees other.than the ' members orpartners,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•oi•if you are require$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'n 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 clog license or permit to bum leaves•etc•)said person is NOT required to.complete this affidavit. The Office of Investigations would hike to thank you in advance for your cooperation and should you have any questions,— pleas a do not hesitate to give ns a call. The Department's address,telephone-and fax number:- Tbe,Cazr DIIWI 4%of Massal�.buwtts Departmmt of kdusWal A wi.d=ts' Office Qf Inwsdgatlons 6GQ WasElngtnn Street Boston,MA U111 Tel.#617-727-490.0 ext 406 ar l-'077- IASSAFE Fax*617-727-1?49, 1-22-06 Revised 1 ww II Sss ga dla . ��ofT►+e ro,,yo Town of Barnstable. y Regulatory Services anxrrsrnB�. MASS. $ Thomas F.Geiler,Director E16 g- Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If using A Builder V�B/1/ a le., // as Owner of the subject property hereby authorize to act on my behalf, U�v� 45—� �l/lG iOrn in all matters relative to work author d by biulcling permit application for; . 767 �lwdie e�. i� (Address of J ) ob) e of a ate I' Print ame Q YO RM S:OwNERP ERM IS S ION PD CERTIFICATE OF LIABILITY INSURANCE 06/22/2 0) PRODUCER (781)681-6656 FAX (781)681-6686 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION J Barry Driscoll Ins Agcy, Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 600 Longwater Drive HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 9120 Norwell, MA 02061 INSURERS AFFORDING COVERAGE NAIC# INSURED Advantage Construction, Inc. - INSURERA: Crum & Forster Co. Two Adams Place INSURERB: Transcontinental Insurance Co. Transc Suite 100 INSURERc: National Union Fire Ins Co Quincy, MA 02169 INSURERD: Continental Casualty Ins co INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN.IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATIONDATE(MMIDD/YYi LIMITS GENERAL LIABILITY 5437105893 06/20/2006 06/20/2007 EACH OCCURRENCE $ 1'000 OO X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 100,000 CLAIMS MADE FX-] OCCUR MED EXP(Any one person) $ 5,000 A PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PRO LOC JECT AUTOMOBILE LIABILITY SAP2083866837 06/20/2006 06/20/2007 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ 1,000,00 ALL OWNED AUTOS BODILY INJURY $ B SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON-OWNEDAUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY BE495305901 06/20/2006 06/20/2007 EACH OCCURRENCE $ 10 000 QOO X OCCUR CLAIMS MADE AGGREGATE $ 10,000,000 C $ DEDUCTIBLE $ WORKERS COMPENSATION AND WC2083866787 06/20/2006 06/20/2007 X I WC STATU- I OTH- EMPLOYERS'LIABILITY TORY LIMITS ER D ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED?If yes,describe under E.L.DISEASE-EA EMPLOYE $ 500,000 SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS vidence of Insurance for work performed within the Insureds scope of normal business operations. otice of Cancellation provision is 30 days except 10 days applies for non-payment of premium. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. Standard Certificate of Insurance AUTHORIZED REPRESENTATIVE B. Driscoll/JWN ACORD 25(2001/08) ©ACORD CORPORATION 1988 I CNA CNA Plaza Chicago,Illinois 60685 STANDARD WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY CHANGE ENDORSEMENT — EFFECTIVE 12/12/06 DATE PROCESSED=121906,REASON= ADD NAME INSUREDS AND CLASS CODE 9015 EFF 12-12-06 .. ..... .:::.::::.::. .:..::.::.. PcTicy::NuR;ber::>::>''';;. ..;::::>:.:::;::.:Patic P�rEad:...::To. . , � uera ±�::Ia#�rovded ;;;..::: .:.;;;;:,.:,.... .::A.........................:................................................9...:................::.:. :. X.: :.......:::::.::::::::.:::::::::::::::.:::::: WC 2 83866787 06/20/06 06/20/07 CONTINENTAL CASUALTY CO 075416120 .::.:::.:.:... . ... "., N :. . . e�And�tdtlres� .: n3 . ..:...:.:::>::::.;:.;:::.::.>:::.::... .:..................... ITEM ADVANTAGE CONSTRUCTION, INC . HE DRISCOLL AGENCY, INC :... ......: 1 . TWO ADAMS PLACE SUITE 100 193 LONGWATER CIRCLE QUINCY, MA P.O. BOX 9120 ORWELL MA 02061 02169 FEIN NUMBER: 043690302 NCCI CARRIER CODE NO: 10243 INTERSTATE ID NO: 911597713 ** S C H E D U L E O F 0 P E R A T I O N S ** SCHEDULE PAGE 1 4 . LOC CLASS CLASSIFICATION OF OPERATIONS EST TOTAL RATE PER PREMIUM NO. CODE ANN REMUN $100 REMUN DIFFERENCE ********* STATE: MASSACHUSETTS 001 CLASS 9015 ADDED EFF 12/12/06 — 06/20/07 9015 BUILDINGS NOC--OPERATION BY OWNER IF ANY 3 .19 0 THE FOREGOING AMENDMENT RESULTS IN AN ADDITIONAL PREMIUM OF $0 ,-REVISED POLICY TOTALS *****.,_z,,. $17 ,318 " ESTIMATED CLASS PREMIUM =TOTAL EST.IMATED::STANDARD'.:PREMIUM $15,917 "TOTAL-ALL RISK.-,ADJUSTMENT._PRQGRAM.,; $6,367 ESTIMATED.;`STANDARD PREMIUM "` $22 ,284 PREMIUM DISCOUNT $302- EXPENSE CONSTANT $284 N FOREIGN TERRORISM PREMIUM $412 DOMESTIC TERRORISM EO & CAT PREMIUM 0 ESTIMATED PREMIUM $22 ,678 STATE TAXES/ASSESSMENTS/SURCHARGES $700 ESTIMATED COST $23 ,378 S I ACCOUNT NUMBER: 3003313920 DATE OF, ISSUE: 12/19/06 POLICY ISSUING OFFICE: NEW ENGLAND (WC000001) P-39543-A C..-of the Board I INSURED CA CNA Plaza Chicago,Illinois 60685 STANDARD WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY CHANGE ENDORSEMENT - EFFECTIVE 12/12/06 DATE PROCESSED=121906,REASON= ADD NAME INSUREDS AND CLASS CODE. 9015 EFF 12-12-06 ............................. -d, By.:::...................... .................. . . ....... .................. ..... P C :N "W'. A................................ ............... ........ ........I................ WC........2.... 6 0 6 2 0 0 7 CONTINENTAL CASUALTY CO �:075416120 .......... .......... ................ .. ...... ..... .: : .. ......... ................... ..... ........... .................. . . ........ .......... ....... .................. Addr A V ............ ... n .... A.......... :............................. d vp ........... ... .............. e�jf�r�su►r ...... .......... ge.n i ............... .......... .. ...............::: : -- ........... . -............................... .......................X.- ADVANTAGE CONSTRUCTION, INC. THE DRISCOLL AGENCY, INC TWO ADAMS PLACE SUITE 100 93 LONGWATER CIRCLE QUINCY, MA P.O. BOX 9120 NORWELL MA 02061 .02169 E N D 0 R S E M E N T S C H E D U L E SCHEDULE PAGE 1 NUMBER DESCRIPTION EDITION DATE PLEASE READ THE ENCLOSED IMPORTANT NOTICES CONCERNING YOUR POLICY G118166A IMPORTANT NOTICE 01/96 *41*** DELETED ***** G120587B CONTRACTING CLASS PREM ADJUST PROG WC PREM CR APP 10/00 DELETED G16519F20 CONSTRUCTION CLASS PREM ADJUST PROG WC PREM CR APP 01/96 DELETED O O OpN O DATE OF ISSUE: 12/19/06 POLICY ISSUING OFFICE: NEW ENGLAND (WC000001) P-39543-A INSURED C NA CNA Plaza Chicago,Illinois 60685 STANDARD WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY CHANGE ENDORSEMENT EFFECTIVE 12/12/06 DATE PROCESSED=121906,REASON= ADD NAME INSUREDS AND CLASS CODE 9015 EFF 12-12-06 ........ ...... . .. .. .... ....... " ..... -::.......................... ........ .............. iN..: . .' .,............ ............. ...... ..a TQv'I ....... 0.V,.e p .......... ..... ....... ........... ...... .......... ...... Ew - ::-:.:j :. ...I 6d ... .. .. ... Z o, . ........ C ............ ........ . ..... ...py ........... WC 2 83866787 06/20/06 06/20/07 CONTINENTAL CASUALTY CO 075416120 .... ..... ... ............... . ...... ............... ........... .... . .......................... A ....................................... ....... ...... ........... ........... ADVANTAGE CONSTRUCTION, INC . THE' DRISCO*L'L AGENCY, INC TWO ADAMS PLACE SUITE 100 93 LONGWATER CIRCLE QUINCY, MA P.O. BOX 9120 NORWELL MA 02061 02169 0 T H E R N A M E D I N S .0 R E D S SCHEDULE PAGE I WEST GREENWICH TECH I, LLC FEIN=043690302 YPE2 ADDED WEST GREENWICH TECH II, LLC FEIN=043690302 YPE2 ADDED WEST GREENWICH TECH, III, LLC FEIN=043690302 YPE2 ADDED WEST GREENWICH TECH I MANAGER, LLC FEIN=043690302 YPE2 ADDED 93 0 WEST GREENWICH TECH II MANAGER LLC FEIN=043690302 YPE2 ADDED WEST GREENWICH TECH III MANAGER, LLC FEIN=043690302 YPE2 ADDED DATE OF ISSUE: 12/19/06 POLICY ISSUING OFFICE: NEW ENGLAND (WC000001) P=39543-A INSURED r CA CNA Plaza Chicago,Illinois 60685 STANDARD WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY CHANGE ENDORSEMENT - EFFECTIVE 12/12/06 DATE PROCESSED=121906,REASON= ADD NAME INSUREDS AND CLASS CODE 9015 EFF 12-12-06 ..;:.::.;:.....: Po icy Nurii[ie `': ':<>:; ra.... I�o1�cyP�civd .. °....;:;;.:.:::::::>,.;.:_:;:Govera e;Ia�rovtdsd ... :. A snc.::... ..........:...la...::.:...................... ...................................................... ........y....................... WC 2 83866787 06/20/06 06/20/07 CONTINENTAL CASUALTY CO 075416120 ..;:::.:::::::::::.:::. ..;:.:::.:.:... sur . And Address> .:: ::..;::.,:.,:..;:..;.. ...: A n::::> ::;..:..:::....:>: : : ::::.:::;::.:::...:.;::..:..:..::.. . .........................................:................................................... ...... ADVANTAGE CONSTRUCTION, INC. HE DRISCOLL AGENCY, INC TWO ADAMS PLACE SUITE 100 93 LONGWATER CIRCLE QUINCY, MA P.O. BOX 9120 ORWELL MA 02061 02169 ** 0 T H E R N A M E D I N S U R E D S ** SCHEDULE PAGE 2 DASCOMBROAD, LP FEIN=043690302 YPE2 ***** ADDED ***** CONDYNE INVESTMENT PARTNERS, LLC FEIN=043690302 YPE2 ***** ADDED ***** ANDOVER/CIF II, LLC FEIN=043690302 YPE2 ***** ADDED ***** m_ S r S N O 8 DATE OF ISSUE: 12/19/06 POLICY ISSUING OFFICE: NEW ENGLAND (WC000001) P-39543-A INSURED /ROM:WEST WIND FLP (508)771-2061 T0:17818983774 IS FIRE DEPARTMENT- FIRE PREVENTION` BUREAU APPLICATION FOR PERMIT APPLICATION DATE: TYPE:; DUMPSTER / RUBBISH CONTAINER PERMIT#: CATION: ' � � L�/r�' ` LOCATION PHONE: —-- I LOCATION FAX: �. CONTACT: 1N ACCORDANCE WITH MASS GENERAL LAW CHAPTER.1 14 SECTION: 10 TO WIT: 527 CMR 34 - -.�_ _._..._ ....._...... .......... _...........W.. __ W _ I REQUEST. PERMISSION TO: INSTALL\MODIFY\REPAIR\REMOVE\STORE USE i THE FOLLOWING,, PERMIT REF #: DESCRIBE PROJECT: r�c� �. r' ire rs✓I ;�'� ,per Go`C�rn G7 et r�r 52, 7 r C>2 APPLICANT'S NAME-3� r /� ADDRES=S: 4, e E'1f�- G PHONE #. �I�� E7 ��`�'��' ''��� 'FAX: E%0�Mz/e LICENSE TYPE: ��°�s ;NUMBER- � t EXPIRES: �_ L ���r��! sue.- s ......._. t . �S 2 a PRINT NAME: ��.ZII S.GNATURE: I NOTE: PAID. RESTRICTIONS: _y _W..._.._.. . .............._......_..__.....................,.................,..,........................._...... ...._....� ::-:-:::::. _: . REQUIREMENTS: ** ATTACH DRAWING SHOWING LOCATION OF DUMPSTER - IN RELATION TO THINGS THAT BURN ** 34.07' Pertritc Rmyirrrt , 'Ihc owner,lessee or refuse enactor of 8 any Premises shall obtain a permit from the head S of the fire department for rubbish containers, which are emptied by mechanical assistance, of p six cubic yards or more in the a99re9s1e of compacted or uncompxcted combustible rubbish. Peru shall state container locations)and the name and telephone number of the company or ptrson who can be reached in an emergency. No permit shall be required for containers which are delivered to a location and removed in the course ofa single business day. ;RANTING FIRE OFFICIAL: r PERMIT GRANTED ON- 1 LOGGED BY: THIS APPLICATION IS DEEMED TO BE A VALID PERMIT W ONLY WHEN SIGNED BY THE GRANTING OFFICIAL YANNIS FIRE DEPARTMENT _ 5 High School Rd. Exit. 508-775-1300 Tel. vannis, MA .02601 508-778-6448 Fax. ADVANTAG„ �: Construction Wc.� p� w. 4 � June 19, 2007 Tom Perry Town of Barnstable 368 Main Street Hyannis, MA 02601 Re: Harr s Bar& Grill 700 y Main Street and Flagship Estates, 350 Stevens Street, Hyannis Dear Tom Perry: Please accept this letter of notification that William G. Kelly, an employee of Advantage Construction, Inc., has been appointed to be our full time Superintendent of both projects listed above. If you have any question, please feel free to contact our office at(781)-848-8787. Sincerely antag struction, Inc. Lisa Lizotte Human Resources ADVANTAGE CONSTRUCTION, INC. Two Adams Place, Suite 100, Quincy, MA 02169 Telephone 781.848.8787 Fax 781.848.3774 www.advantageconstructioninc.com t 71. eo�rrima�iu�eaLlh o�4�aaac�iva�a I BOARD OF BUILDING REGULATIONS .License CONSTRUCTION SUPERVISOR = t JUN-19-2007 09:26 CONUME LLC 781 848 3774 P.01 GE Construction, Inc. F r)ARNS TABLE 1117 JUN 9 AM 9: June 1.9, 2007 ON Tom Perry Town of Barnstable 368 plain Street Hyamiis,MA 02601 Re: Harrys Bar&Gri1l,� 0 tain_ :tre t_`ar�d� Flagship FstatesC-3QTStevens "�tPeet;Hyanns�"-7 3X Dear Toni Perry: Please accept this letter of notification that William G. Kelly, an employee of Advantage Construction,Inc.,has been appointed to be our full time Superintendent of both projects listed above. If you have any question, please feel free to contact our office at(781)-848-8787. Sincerely antag"istruction, Inc. Lisa Lizotte Human Resources P60VANT'.6'1CM CONSTRUCTION,ION, INC. Two Adams Place, Suite 100, Quincy, MA 02189 Telephone 701.848,0787 Fax 731.B48.3774 •�rww.mdvontegevn�truOCibninC,COm TOTAL P.01 JUL-13-2007 08:08 CONDYNE LLC 781 848 3774 P.01 D VANTAGE Construction Inc. i0�';t1 `'� B��i;d''A6t-E 2001 JUL 13 AM T: 54 June 19, 2007 ~.. .._----}'41S10N Tom Perry Town of Barnstable 368 Main Street Hyannis, MA 02601 (e: arrys Bar& Grill, 700 Mkt d hip Estates, 3S0 Steven_Street, Hy is Dear Tom Perry; Please accept this letter of notification that William G. Kelly, an employee of Advantage Construction, Inc., has been appointed to be our full time Superintendent of both projects listed above. If you have any question, please feel free to contact our office at(781)-848-8787. Sincerely antag struction, Inc. Lisa Lizotte Human Resources ADVANTAGE CONSTRUCTION, INC. Two Adams Place, Suite 100. Quincy, MA 02189 Telephone 781.848,8787 Pax 781.848.3774 www.advantegaeonstructioninc.com r JUL-13-2007 08:08 CONDYNE LLC 781 848 3774 P.02 TOWN' [IF HART STABLE 2003 JUL 13 AM 7. 54 LivisioN BOARD OF BUILDING REGULATIONS - � License: CONSTRUCTION SUPERVISOR �Mt. . TOTAL P.02 Town of Barnstable Building Department - 200 Main Street EARNSTABLE, * Hyannis, MA 02601 9 MASS i639. , (508) 862-4038 RFD MA'S a Certificate of Occupancy Application Number: 20062302 CO Number: 20070183 Parcel ID: 308004001 CO Issue Date: 08113/07 Location: 700 MAIN STREET Zoning Classification: Village: HYANNIS Gen Contractor: LAMBALOT, JOSEPH E. Permit Type: CC00 CERTIFICATE OF OCCUPANCY COMM Comments: C.O. FOR BUILDING COMMON.AREAS Building Department Signature Date Signed 1_� L �I TOWN OF BARNSTABLE Building ti Application Ref: 20062302 m• * BMWSTABLE, * Issue Date: 01/05/07 Perm�t 9 MASS. �A 1639• s Applicant: Permit Number: B 20070024 Proposed Use: Expiration Date: 07/05/07 Location 700 MAIN STREET Zoning District Permit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 308004001 Permit Fee$ .00 Contractor LAMBALOT,JOSEPH E. Village HYANNIS App Fee$ 100.00 License Num 048722 Est Construction Cost$ 700,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW OFFICE BUILDING&HARRY'S-FOUNDATION PERMIT 89514 THIS CARD MUST BE KEPT POSTED UNTIL FINAL PAID FOR WHOLE BLDG.UNDER 89514 INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: GINSBERG ASSET MANAGEMENT LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 555 CONSTITUTION DR INSPECTION HAS BEE E. TAUNTON,MA 02780 Application Entered by: NL Building Permit Issued By: —46— THIS PERMIT CONVEYS NO RIGHT TO OCCUPY.ANY STREET,ALLY OR SIDEWALK ORANY PART THEREOF,EITHER TEMPORARILY OR.P RMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET ORALLY GRADES AS WELL AS DEPTH AND LOCATION,OF PUBLIC SEWERS MAY,BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.` THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. : MINIMUM OF 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), Ilk"OVA' t. :a . BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I I d j;G/ 2 .r> l ''C d!C 2�'�.�A 2 2 r /7( I� SV ez)+fC-f1;- 7 r2 5T6�}'P 3 41, Oq$� �-��-c7 � 1 Heating Inspection Approvals Engineer' g Dept d�< , �fi IN Fire Dept 40 7/-#/lp/l 2 r Z ; — ©-7 Boa f e lth >�pn fJWv v L (T `4 � Co S� 5 No.of Receptacle Outlets No.of Oil Burners No. of Switches No.of Gas Burners No.of Ranges No.of Air Cond. No.of Waste Disposers Heat Pump Numbe., No.of Dishwashers Space/Area Heating No..of Dryers Heating Appliances No.of Water ,::KW of Heaters Signs No.Hydromassage Bathtubs No.of Motors OTHER: :5 Atta, Z r i Z Estimated Value of Electrical Work: (Whe Work to Start: Inspections to be requested i INSURANCE COVERAGE: Unless waived by the owner,nc Z oj� T z u- g z s the licensee provides proof of liability insurance including"con F-. 2 ¢ s o undersigned certifies that such coverage is in force,and has exb 1 a 2 o w ❑ 0° a Q CHECK ONE: INSURANCE BOND ❑ OTHER.❑ ® -�I certify,under the pains and penalties of perjury, that the inf, 0- `5 5 FIRM NAME: LL ~ ¢Licensee: Signatur Qom LQ LL CD .,�(If applicable, enter"exempt" exempt"in the license number line) �2 Address: o *Security System Contractor License required for this work,if d o a OWNER'S INSURANCE WAIVER: I am aware that the Lic required by law. By mysignature below,I hereby waive this rt Owner/Agent Signature Telephon IMPORTANT MESSAGE For a A.M. Day 7 12-Time j ' P.M. M Of Phone ? J y (zRArea Code Number Extension LE� ��� S, Area Code �Is umber Extension Telephoned Returned your call RUSH Came to see you Please call Special attention Wants to see you Will call again Caller on hold Message S I Signed ftNIVERSAL.48o23 MADE IN U.S.A. � , _M �^` �; .�.>� . .�t_. M ¢ + �; TRANSMISSION VERIFICATION REPORT TIME : 07/05/2007 08:1.3 DATEJIME 07/05 08:12 FAX NO. /NAME 95089462865 DURATION 00:01: 11 PAGE(S) 03 RESULT OK MODE STANDARD ECM i oFVAT)p� Town of Barnstable .Regulatory Services Thomas F. Geiler,]Director Buildint ]Division PfD MP�I ' Thomas Perry, CBO,Binding Commissioner 200 Main Street, Hyannis,MA 02601 "R w`,Tmbarnstable.maxs Orfice: 'S08-862-4038 Fax: 508-790-6230 PLEASE FORWARD THE ATTACHED PAGE(S) TO: TO: w C® o 9 6: ATTN-. FARNO: S-7P 8�. Ct`f� . � 6 S FROM: ' P�} v L 0-(4 DATE: "7 — o �7 PAGE(S): c3 (ETCLUDP�G COVER SHEET) i t, TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map -Parcel ® � Application# r)Ga Health Division Conservation Division Permit# Tax Collector Date Issued Treasurer Application Fee Planning Dept. Permit Fee / Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address Z Village Owner Clip //.c- xfl r,14f Address J z 40 Telephone 7V I mil— ,ZX 7 c�� yi U,W/6 9 Permit Request Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District low Flood Plain Groundwater Overlay Project Valuation Construction Type i 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 &90__� On Old King's Highway: 0 Yes a o 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 Cod nt I Heat Type and Fuel: 0-Gas ❑Oil ❑Electric ❑Other — Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/co ove: ❑&s PNo Detached garage:❑existing ❑new size Pool:O existing ❑new size Barn:0 exist g ❑ne si Attached garage:❑existing ❑new size Shed:0 existing ❑new size Other: a+ m Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If ves,site plan review# Historic-OKH Preservation/Hyannis Project Street Address Village Owner C�i� / ilu,�!�,�T Address Telephone ZV_ �e— er,ZX 7 Permit Request Square feet: 1 st floor:existing Sly proposed 2nd floor:existing i proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size �� t � Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes &go—' On Old King's Highway: ❑Yes Eno Basement Type: ❑ Full 0 Crawl ❑Walkout 0.0ther Basement Finished Area(sq.ft.) ~- Basement Unfinished Area(sq.ft) — Number of Baths: Full:existing — new Half:existing 2 new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Col nt - m$. Heat Type and Fuel: d Gas ❑Oil ❑ Electric ❑Other -- Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/co ove: ❑Tes No Detached garage:O existing 0 new size Pool:0 existing ❑new size Barn:0 exist ig ❑new si b cn r Attached garage:O existing ❑new size Shed:O existing ❑new size Other: a' rn Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use r ,� Proposed Use Al1, 1.1 B ILDER INFORMATION Name Telephone Number Address /GG License# aZIT 70�©Z Home Improvement Contractor# N ' Worker's Compensation# � ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE �'" DATE 4 S cr ► ,jy TOWN OF BARNSTABLE BUILDING PERMIT APPLIC TION-14-1, Map Parcel �� A I I q Permit# _pLU061_7 � Health Division �Li1� CC` '�jA.�, ��Y� Date Issued Conservation DivisionZ Application Fee 0® Tax Collector CONNECTED S-ETI!nrr ^`.'�. all rmi ee - Treasurer ��—���— Planning Dept. 0 k - a3, Z'+- 61:, Date Definitive Plan Approved by Planning Board }J�► _ Historic-OKH Preservation/Hyannis CA �k 5` O e-04i ROAD 0 P.W a Project Street Address D0 Village Owner _� Address _r5—,5—z�_r/,Z/,, Telephone 04 Permit Request (LOU d r� ,L z Square feet: 1st floor: existing�� proposed �r�� 2nd floor: existl ¢ proposed ��T I new- Zoning District Flood Plain / ® Groundwater Overlay a � V7 Project Valuation 7m aw Construction Type Lot Size Z�,.�� Grandfathered: ❑Yes �o If yes, attach supporting documentation. Dwelling Type: Single Family Cl Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes Basement Type: ❑ Full 0 Crawl ❑Walkout ❑Other ~' Basem. Finish d Area(sq.ft.) Basement Unfinished Area(sq.ft) c , ,1_ Dumber o iuII: existing 4new 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 --�G New_� Existing wood/coal stove: ❑Yes Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:0 existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size IA'`' Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial 0 Yes ❑ No If yes,site plan review# Current Use Proposed Usee� BU LDER INFORMATION Name ST Telephone Number — -- 4�7 Address v�a_r �,�CG License# Home Improvement Contractor# Worker's Compensation# Ave&_ `P� i_j;;V-C" ALL CON T UCTI DEB, LT R M THIS PROJECT WILL BETAKEN TO r �G�ATURE - DATE - O,� FOR OFFICIAL USE ONLY r 'PERMIT NO. -DATE ISSUED MAP/PARCEL NO. ' ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATIONc..`— �7 , FRAME [©C _f -7 -4 •`7 y�p ' - C... C I1P4- V INSULATION i FIREPLACE Ole- 1.4 -�_7-0`I R�5-7 S t- © P= ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING r , DATE CLOSED OUT ' ASSOCIATION PLAN NO. r 03/15/200'6 08:80 5087712061 WEST WIND FLP PAGE 03 Town of Barnstable Regulatory Services KAM 'Moms,F.Wer,Director 13U11 ng D1v-Won Tom Perry, Bundint Con=l loner 200 Main Sttn it, Hynnis.MA,02601 rrr►vr.tonn.barartable.ma.us OfEioo: 308-86214038 FM: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 1 &QOCE as Owner of the subject properly hereby authorize, �DVAa to act on my behalf, in all nutters relative to work authorized by this building permit application for. Too MA-I AJ 1 �7—, .� Address o Job) store o Owne a1g� T / off ate GIN s Print Name aaaxass,owrra�st�smrr . - BOOK6X—PAGE. If t nR1 Va 20 P'nCEI // .LLSnE IKSW3�wM e / / y AUNT BETTYS /A�/" POND I �I BARNSTABLE PLANNING BOARD /N9�8� APPROVAL UNDER SUBDIVISION CONTROL LAW NOT REQUIRED POF LAN LAND iTaLQTl.F. 1 I ` STEVENS STREET2.7}}ACRES I OM ZONE I w SHAPE(ACTOR=T 8.a7 I I HYANNIS h A 5 f I W I L� M/SSACHUSEFTS 41 I DATE: r Q (-STABLE COUNTY) v OO 4 IOl � r. omoar a m APPROVAL ! NOT 1 Z I REQUIRED I (ANR) N1 Ino i rs z aa�i�/i"'� AlIGUSf 10,2005 xum:`uoa7P�"A"w 1 N§ wmmmdeeE°io."rc"erlw'"`:r..i. rz 00 u-1-AZ—T ANNT uc LOCUS INFORMATION C/oo !"" awrt"r Pwrx " w c BBC.w n.( )77 221 x- .9 5 "0.44t ACRES 1^ GROUP HVB ZONE =I I W Y IMT SHAP P E I I P)673 .wm A a _ FCTOR- a " ® Sw 72a 99u i Pzaer¢^n A9 umm ru mearm>,= . tk P.,< m".. _ _ `��/8 (\`_ •� .or�.r:ac.z,M.cT�.�,:sr.ca«:^u e "SREET o i MAIN T ry N .oTMT wuivm 7 uwPws P. >E ns✓ocslo." SOUTH S7�?efT TempParcelfidit Page 1 of 1 N _ogged In As: Friday, August 4 2006 4dministrator Temp Parcel Application Center Road System Reports Road System Temp Parcel Detail Temp Mapparcel: 308 ,; 004 001 } > .. , Street Number: 1700 Road Name: IMAIN STREET(HYANNIS) villlage: 03 Hyannis ; Part of M/P: (Lot 2)MAP 308 PARCEL 004 Plan Ref: jPLBK 608/35 (8-3 S-199A) Final Map Parcel - Map: pcll: pc2: Uptla a elete Add Anotk�er http://issgl/Intranet/Propdata/pledit.aspx?ID=TP303 8/4/2006 03/15/2006, 08:50 5087712061 WEST WIND FLP PAGE 02 rAVt bl/b Town Of Barnstable RAMJ Planning Division 'rhaanas A. Broadxtck .200 Main Street Hyannis,Massachusetts 02601 'AICP Tel: (508) 862-4786 Fax:(508) 862-4725 Director of Planning,Zoaiztg, wtvw.to .baznetable.�na.us &Historic Preservation October 14, 2005 F&B Development,LLC C/O Attorzicy Mike Ford PO Box 665 W Harwich,Nfa 02671 Re: SkR 061-05 Harry's, 700 Ma%n Street,Hyatlois (R308-004) Proposal: Demolish existing and out buildings, construct new 2-story buildir3g ineJuding restaurant,retail and office uses. Dear Attorney Ford: Please be advised that the Building Commissioner issued an admiVistrativc approval on October 10, 2005 for the aforementioned demolition and construction of a new facility for the Harry's Restaurant, A. signed copy of thee plan retrains one file. The tollowing conditions apply: s All constructions shall be in cortapliance with the approved plan prepared for F&B Development LLC, noosisting of sheets 1-6, stamped and signed by Mark D. Dibb, PE on 9/8/05. • Upon; completion of all work, a registered engineer or land surveyor shall submit a letter of certification, trade upon Imowledae and belief in accordance with professional standards that all work has been done in substantial compliarice with the approved site plan (Zoning Section 240-104 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy Si rely, Robin C. Giangregotlo Zoning& SPR Coordinator The Commonwealth`of Massachusetts Department of Industrial Accidents Office of Investigations 1 it, tt^ - ; 600 Washington Street k 9/ Boston MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print Legibly Business/Organization Name: Address:-A City/State/Zip: Nrc S 6A\�A Phone #: Are you employer?Check the appropriate box: Business Type(required): 1. I am a employer with \Vp employees(full and/ 5. ❑Retail or part-time).* 6. 0 Restaurant/Bar/Eating Establishment 2.❑ I am a sole proprietor or partnership and have no 7. employees working for me in any capacity. ❑ Office and/or Sales(incl.real estate,auto,etc.) [No workers' comp. insurance required] g• ❑Non-profit 3.0 We are a corporation and its officers have exercised 9. [] Entertainment their right of exemption per c. 152, §1(4),and we have 10.0 Manufacturing no employees. [No workers' comp. insurance required]* 4.El We are a non-profit organization,staffed by volunteers, 11 0 Health Care with no employees. [No workers' comp.insurance req.] 12.0 Other *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. **If the corporate officers have exempted themselves,but the corporation has other employees,a workers'compensation policy is required and such an. organization should check box#1. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance Company Name: C, Insurer's Address: City/State/Zip:_C,Ncano �\��o��`�� Policy#or Self-ins.Lie.# �k �( Expiration Date: 11P 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 hereb Trfy, un er the pains and penalties of perjury that the information provided above is true and correct. Si ature: `. �C — N Phone#: Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3. City/Town Clerk 4.Licensing Board 5.Selectrimen's.Offce 6. Other Contact Person: Phone#: www.mass.gov/dia z g ' tl*` i �rr�},r 7 7 t'� �.af����a .a'( rkd",^�'}�„ 1} y(t�,�� �,( sti,.y,y�4, 1,� INw �a I SEA 1 "9" 7 w d 1 �s i«n'.��; �p{ rj 1 v.1st�Ft�, Mt�� (� t ti ''V�.i.n' ! Y'N"!`WI Iri�Y ��•M WFr�a Q 1 +�"Atip^r '(g' � am, �`�� 3-��� +(�O 0,�'w��+�f�j�'"� .W':„ �a I1w PIMA.� `7a 1 .r+S- 1 .ern d ft ry �=,�� fd 1 rR R•r r, m p � � yG;� /t}yy[{ �f1I + ��'1{{'� S I�j�nq' �{' ,y'. y,IW t f� S tM' '"�::; 1'r•�y.' ,jl -A F"611 Iaup;;�Is Mv/ 1i l t 1 le t "'hNN^"9 I.w rVns r &Ji 31 i P i� I C�yu j I tsr as d k �� F� ! �� � q Y j r1 fpJ 111 ff pry' r t to-��T.1 r� �}�� Ca,la -� Y i it t ;' '�'• K:4 li'V f , WIN" M i�k'7' - r st sr x I''d n s }, ' dl• i S, V-Fti1 list" I �. Jl':��i �k�1,450 ,�2 i t e;k� ! ��.;, yy , '` _ ♦ b p i d r j � ".Ta�a.'`kIP'@'Jt'r{'"rM'f..J ,35�1 a;91! c o �i "�,f ��t1�' Iw"4;�. ).��p'`���'}s��"���S l�t�:; � {9„E� �'1���� �.-,rt-.�....�-•.w.rm,a�.�-� -� -r-^-z:.�.^^. J�:;!d�1" a � :a .h•� ��+ 1M1.ta+q i.,. �i t ', r e.iF p;�S- �' �G re ! The Commonwealth of Massachusetts Department of Industrial Accidents RIF Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le ibl 3bS� . Name (Business/Organization/Individual): Address:�l.,` C) City/State/Zip:C�rCA Phone Are yo n employer? Check the appropriate box: Type,of project(required): 1. I am a employer with_ __ 4. ❑ I am a general contractor and I 6. New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 1 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 officers have exercised their 10.❑ Electrical repairs or additions required.] 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 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. TContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. nn Insurance Company Name: t�'c Policy#or Self-ins. Lic. #: Expiration Date: 1�0_;�k0 Job Site Address: `tb —U1\(� `1i City/State/Zip: �\_��_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 $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereb ertify un the pains and pe ti of p rju h h in ormation provided above is true and correct. Si nature:f�p- Date: Phone#: 1b� �"gr lip l Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: CONSTRUCTION CONTROL AFFIDAVIT . Project Number: 27-2005 Project:Title Commercial Building Location:' 700 Main Street Scope of Project> New Commercial Building And Restaurant Space m , In accordance with paragraph.116 0 of 780 CMR,the Massachusetts State Building Code;I,.: Mark Marinaccio Massachusetts Registration Number 7878 being a registered.professional engineer/architect hey certify that l have prepared or directly supervised the preparation of all design plans,eomputatiom and specification concerning this smite Project;including architectural;struetival,.mecbanic�l, fire protection and electrical systems. For the above named project and that.to the best of pry knowledge,such plans,.computations and specifications meet the applicable provisions.of780 CMR and all:ac&T*le engineering practices and all applicable laws for the proposed.project. I fiuther certify that I shall perform:the necessary Professional services and be present on the constniction site on a regular.and periodic:basis to d.dermine.that the work is proceeding in'accordance:with the docume;its approved for.the building and shall be responsible for the following as specified in section 7$.0 CMR 1.16.2. : Rursaan'to 780 CMR 116.2.3 I wt7l provide the results of structural tests and insFections to die building official and owner. Twill submit,periodically;a progress report with all pertinent comments of the site visits and.compliance of all pertinent heft. to the building official. At the completion of construction;.I:will submit a.report as:4o the satisfactory completion and the: readiness of the project for o«aipancy:. By this letter;I acknowledge that all references in the design drawings,specifications and correspondence which refer to the fifth edition of 780 CMR be reD laced with references from the sixth edition of 780 CMR . }P c No.7875 K E F"OUIH co P F9lTN.OF ti1F`'S I AC RD CERTIFICATE OF LIABILITY INSURANCE 06iiiji6) PRODUCER (781)681-6656 FAX (781)681-6686 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 7 Barry Driscoll Ins Agcy, Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 600 Lon water Drive HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 9 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 9120 Norwell, MA 02061 INSURERS AFFORDING COVERAGE NAIC# INSURED Advantage Construction, Inc. INSURERA: Crum & Forster Co. Two Adams Place INSURERB: Transcontinental Insurance Co. Transc Suite 100 INSURERc: National Union Fire Ins Co Quincy, MA 02169 INSURERD: Continental Casualty Ins co INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD` TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY 5437105893 06/20/2006 06/20/2007 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 100,00 CLAIMS MADE rX OCCUR MED EXP(Any one person) $ 5,000 A PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PRO LOC PRO- JECT AUTOMOBILE LIABILITY SAP2083866837 06/20/2006 06/20/2007 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ 1,000,00 ALL OWNED AUTOS BODILY INJURY SCHEDULEDAUTOS (Per person) $ B X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY BE495305901 06/20/2006 06/20/2007 EACH OCCURRENCE $ 10,000,00 X OCCUR CLAIMS MADE AGGREGATE $ 10,000,00 C $ DEDUCTIBLE $ RETENTION $ 10 r 00 $ WORKERS COMPENSATION AND WC2083866787 06/20/200 06/20/2007 ` WC STATLI"U- oTH- EMPLOYERS'LIABILITY D ANY PROPRIETOR/PARTNER/EXECUTIVE I E .EACH ACCIDENT $ 500,000 OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Evidence of Insurance for work performed within the Insureds scope of normal business operations. otice of Cancellation provision is 30 days except 10 days applies for non-payment of premium. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. Standard Certificate of Insurance AUTHORIZED REPRESENTATIVE B. Driscoll/]WN ACORD 25(2001/08) ©ACORD CORPORATION 1988 I boa �-n�►-. s-� ��� ° Of Massachusetts 'The Construction Testing People' -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) i 7 J f2 4 PM 3: 3 5 Soil Inspection Report Report Date O1/10/2007 -- __. _ Report No. 2 4t�'� )Urr4 Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction ll WEATHER: Fair, mid 30 's 1 TIME: 9:45 AM CONTACT: Paul Crossen from Advantage Construction PURPOSE: Perform field density tests EQUIPMENT: Wacker plate compactor, Bobcat TEST METHOD: Sand Cone ❑ Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer Maximum Field Test Percent Dry Dry f Percent Elevation . . ». _... ... .. _ _-._. _ No..._ Moisture Density Density Compaction Looation " (Feet) _... ._.. 1 6.0 124.3 119.6 96'..2 North end.-.'tr: Floor-slab base 2 6.0 124.3 118.8 95'.5. Central' i 3' 7.0 " - '124.3 '` 1I9`.0 �95.7 'Southiaest corner OBSERVATIONS: This report follows a site visit to test earthwork for floor slab base. Its contents were discussed with Paul Crossen during this visit. 1 Foundation walls had been poured and backfilled at exterior and interior. Material at interior is 'crushed asphalt from Cape Cod Aggregate, Hyannis. Area was compacted repeatedly and exhibited stable firm conditions. Three compaction tests were performed by sand cone method, ASTM. D1556. The compaction testing results could not be fully calcualted in the field during this visit pending laboratory testing completion of sampled material. Sampling of the material tested was collected and submitted to UTS lab for gradation and maximum dry density testing. The relative compaction achieved will be calculated in UTS lab for completion of this report. Inspector t Premium': Travel Name r ! ; :Time: ' Hours Time r. W Wri .. •.ght 1 J .. } ,;.. t,No- Min Day 2 Hr(s) C •.::j,• REVIEWED BY: Chuck Fraser' Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. i Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 01/10/2007 Report No. 2 Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Architect Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood M � •ri R C C. C x rn C C .0 C- C) --I C 1--i o - o LL N m O 0 Z E _ 00 L L U O O Z 00 y C O •� er ...._ a� u 'o LO I- 00 co CD co 04 v Q � NN S— --------- "` FIELD ,--� a+ �+ _ 5 Ric:liardsuii L iiie U 11 i tS :7T N m H � I � r� L. JOB NAME:__— _ J C E 1 I Slonvl+am, Ma02180 -CT CO Y o H C d 4-ir he Construction Testing People' PROJECT I C�1 . o 0 Of na,—1 „ 11.In'. � o � NO.: —_ G l SKETCH !1 �4 D LO x x Q Gov 71'1� � 01 Massachusetts 'The Construction Testing People' mvp, � = 1,'rP % -Pagel 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) 00 7 .JA 24 PM 3: 34 Soil Testing Results - Transmittal Report Report Date 01/18/20:0-7 t�t`�'1aIC?i� Report No. 1 Hyannis Building Department Job Number 10791 Attn: Tom Perry Project Hyannis Commercial Building-Hyannis, MA 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Sample Submitted By Sample NO. 443 ❑X Our Representative: warren Wright . Date Submitted: 01/10/2007 ❑ Other: Source of Sample ❑ On-Site Existing @ location: 0 Off-Site Borrow from: Cape Cod Aggregate - Hyannis, MA Proposed Use: Base of slab Material Submitted As: 0 Structural/Granular Fill: ❑ Ordinary Borrow: MHD M1.01.0 (Shall be approved by the Architect) ❑ Gravel Borrow: MHD M1.03.0 Type: E �" ❑ Processed Gravel For Base Course: MHD Ml.03.1 ❑ Sand Borrow: MHD M1.04.0 Type: ❑ Reclaimed Pavement Borrow for Base Course: MHD M1.11.0 ❑ Crushed Stone: MHD M2.01.0 ❑ Dense Graded Crushed Stone for Base Course: MHD M2.01.7 ❑ Common Borrow: ❑ Drainage Fill: ❑ Other: Requested Testing ❑ Atterberg Limits ❑X Gradation Analysis ❑ Hydrometer ❑X Modified Proctor ❑ Permeability FX1 Wash Sieve Analysis ❑ Other: Material Classification:Reprocessed material Project Specification Conformance Results ❑ Does conform: ❑ Does NOT conform: ❑ Marginally does not*conform...Basis: *We suggest the suitability of this soil sample be reviewed for approval by the Architect and the Engineers-of-Record. ❑ No Specifications provided to our office. ❑ Specifications provided to our office but sample not submitted to a specific use. ❑ Sample submitted without indication of intended use and without specifications. GENERAL REMARKS: Material submitted for the purpose of compaction testing. REVIEWED BY: Geotechnical Department Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Of Massachusetts The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Testing Results -Transmittal Report Report Date 01/18/2007 Report No. 1 Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Architect Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Hyannis Building Department Report Date 01/18/2007 Attn: Tom Perry Report No. 1 368 Main Street Job Number 10791 Hyannis, MA 02601 Project Hyannis Commercial Building-Hyannis, MA Attachment Particle Size Distribution Report 100 90 80 i -- I 70 i._ I 4 LL! 60 LL Z 50LLJ W 49 .I i 30 20 i 10 i I 500 wo 10 1 0.1 0.01'1 0.001 GRAIN SIZE-mm COBBLES %GRAVEL %SAND %SILT %CLAY 0.0 1 45.5 53.2 1 1.3 SIEVE PERCENT SPEC." PASS? Material Description SIZE FINER PERCENT (X=NO) RECLAIMED ASPHALT 1 in. 100.0 3/4 in. 99.2 3/8 in. 77.9 #4 42.9 #10 26.4. Atterberg Limits #20 PL= LL= P1= #40 16.9 Coefficients #00 2.9 D 11.8 D 5.76 D = 3.76 100 2.5 85= 60= 50— #200 1.3 D30= 1.00 D15= 0.494 D10= 0.373 Cu= 15.43 Cc= 0.47 Classification USCS= SP AASHTO= Remarks 0w specification provided) Sample No.: 443 Source of Sample: CAPE COD AGGREGATE-HYANNIS,MA Date: 01-18-2007 Location: Elev./Depth: Client: ADVANTAGE CONSTRUCTION UTS OF MASSACHUSETTS, INC. Project: HYANNIS COMMERCIAL BUILDING-HYANNIS,MA Protect No: 10791 Figure 443 UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781438-6216(Fax) Hyannis Building Department Report Date 01/18/2007 Attn: Tom Perry Report No. 1 368 Main Street Job Number 10791 Hyannis, MA 02601 Project Hyannis Commercial Building-Hyannis, MA Attachment COMPACTION TEST REPORT Curve No.:443 Project No.: f0791 Date: 01-18-2007 Project: HYANNIS COMMERCIAL BUILDING-HYANNIS,MA Location: Elev./Depth: Sample No. 443 Remarks: CAPE COD AGGREGATE-HYANNIS,MA MATERIAL DESCRIPTION Description: RECLAIMED ASPHALT Classifications- USCS: SP AASHTO: Nat.Moist.= Sp.G.= Liquid Limit= Plasticity Index= %>3/4 in.= 0.8% %<No.200= 1.3% ROCK CORRECTED TEST RESULTS UNCORRECTED Maximum dry density=124.3 pcf 124.0 pcf Optimum moisture=9.5% 9.6 140 Test specification: ASTM D 1557-91 Procedure C Modified Oversize correction applied to each point 130 120 100%SATURATION CURVES FOR SPEC.GRAY.EQUAL TO: 2.8 2.7 110 2.6 a i N c p 100 : : g0 80 L 70 0 5 10 15 20 25 30 35 40 Water content, Figure 443 UTS of Massachusetts,Inc. co- Idc � /7 p p 04 U TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �© C� Parcel © 'T �'/ Permit# � `f Health Division Date Issued / D Conservation Division Application Fe@ � Tax Collector i Permit Fee S070 b Treasurer She R � Planning Dept. `�"/c Date Definitive Plan Approved by Planning Board d� Ii Historic-OKH Preservation/Hyannis 0 ��rom / b�� Project Street Address - IrC 700al r1 Village A�a�171SI Owner Address SS� ST Telephone C Permit Request A17,0 A)( Square feet: 1 st floor: existing-�� proposed 2nd floor: existing 1 proposed Total new-2zso-1 Zoning District /��/, � Flood Plain Ale Groundwater Overlay A0 Project Valuation ��®,4Q6 Construction Type /r Lot Size Grandfathered: ❑Yes H' o If yes, attach supporting doc mentatic�g R- Dwelling Type: Single Family 0 Two Family ❑ Multi-Family(#units) u� Age of Existing Structure Historic House: ❑Yes ®rlq'o"' On Old King's Hi ay: ❑l CIGo Basement Type: ❑Full 0 Crawl ❑Walkout ❑Other � . Basement Finisheo Area sq.ft.) Basement Unfinished Area(sq.ft) Number of Full: existing new Half: existing new Number of Bedrooms: existing new /T Total Room Count(not including baths): existing new_ First Floor Room Count Heat Type and Fuel: ®'Gas ❑Oil ❑ Electric ❑Other Central Air: kle's ❑No Fireplaces: Existing �� New Existing wood/coal stove: ❑Yes W<o Detached garage:0 existing ❑new size Pool: 0 existing ❑new size Barn:0 existing ❑new size Attached garage:❑existing ❑new size Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded 0 Commercial Yes ❑No If yes,site plan review# LsR/2 A1�111- US Current Use Proposed Use 1 B ILDER INFORMATION Name 7 o c Telephone Number J3;,Y' (?7,?7 Address ��� - fV License# IMP' Home Improvement Contractor# Worker's Compensation# A41; ©,z X -6 7X- - Ol/l-," ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE _ &A _ 1 i FOR OFFICIAL USE ONLY PEI IT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT r ASSOCIATION PLAN NO. i r I JAN-06-2006 09:33 CONDYNE LLC 781 848 3774 P.02 Nov 2(1 Ob uc: mar r� r ^'" '~" � f ) �, �DfMr., `t•�•l�ser �jdl/�pernYlGfyY;�+lilL 1�l•`•,•�'��ie:l'�;:�rr Rl,.Sra.+o+'� - KARD OP 13003ING MGMATtON5 l/ i.lc�nse: CONSTRUCTION SUpERVivOR Numbor:CS p48722 �- . n� Expires:051bt1a�� T+.no, 2029 Rastfttad: 00 JOSEPh4 E LAMMOT Z725 AW$HNFT AVE w NEW'BEDFORE). AAA 02745 .,i TOTAL P.02 PAGE V-102 `i ToNvn of Barastable �`• � Planning Division Thomas,A,, Broadrick,AICr 200 Blain Street,Hyannis,Massachusetts 02601 Director of Planning;Zoning, Tel: (508) 862-4786 Fax:(508)862-4725 &Historic Preservation www.town.baznstable.rm.us October 14, 2005 F&B Development,LLC C/O Attorney Mike Ford PO Box 665 W Harwich,Ma 02671 Re: SPR 061-05 Harry's, 700 Main Street,Hyannis(R308-004) Proposal: Demolish existing and out buildings, construct new 2-story building including restaurant,retail and office uses. Dear Attorney Ford: Please be advised that the Building Commissioner issued an administrative approval on October 10,2005 for the aforementioned demolition and construction of a new facility;for the Harry's Restaurant. A signed copy of the Plan remains on file. The following conditions apply: • All construction shall be in compliance with the approved plan prepared for F&B Development LLC, consisting of sheets 1-6, stamped and signed by Mark D.Dibb, PE on 918/05. Upon completion of all work,'a'registered engineer or land surveyor shall submit a letter Of eertifccabotx, 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 to the issuance of the final certificate of occupancy Sirve rely, Robin C. Giangregorio "4-�,-- Zoning& SPR Coordinator L \ • °fTME,�,ti Town of Barnstable Regulatory Services snxrtsTnst�, Thomas F.Geller,Director buss $ 1639' p�0 Building Division 'OTFD MA'S Tom Perry, Building Commissioner 200 Main Street, Iiyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A.Builder I t)C[ 6,1/uS Pg&— ,as Owner of the subject property. hereby authorize: �V CB�VsiKUC-7ro1V to act on mybehalf, in all matters relative to work authorized bythis building permit application for, boo M A-t N 97 9/AN /S � /1?�— r (Address of Job) ature of Owne ag�,27 )Pa fk-^) ate Print Name Q-.FORMS:OWNMERMIS SION Larned,*Nancy To: Peirson, Lawrie Subject: MOVE PERMIT TO CORRECT MAP & PARCEL HI, COULD YOU PLEASE MOVE PERMIT#89514 TO MAP 308 PARCEL 004001. THANK YOU, NANCY s5 .4, 1 Town of Barnstable Planning'Board BARNSTABLE Notice of Public Hearing TOWN CLERK Monday,June 26,2006 at 7:20 p.m. New Town Hall, Second Floor Hearing Ra 9 P 1 �6 367 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 7:20 PM in the Hearing Room of the Barnstable Town Hall, 367 Main Street,Hyannis,MA to consider Regulatory Agreement Application 2006-01 under Chapter 168,Regulatory Agreements along with requested relief to Section 9, Affordable Housing,to allow for the proposed demolition of existing buildings and the development of .29 residential townhouse units with private garages, 52,000 total sq.ft.within seven, 2.5 story buildings situated on a 2.73 acre parcel. Theapplicant is Ginsberg Asset Management LLC and property is -addressed 35.0 StevensL treet;--Hyannis,.MN and shown on Assessor's Map 308 as Parcel 004 in the - Hyannis Office/Multi-Family Residential District. Copies of the applications and plans are available for review in the Office of the Planning Board,200 Main Street,Hyannis,MA between the hours of 8:30 AM to 4:30 PM,Monday through Friday. Barnstable Patriot David Munsell, Chairman June 9 and 16,2006 Planning Board �(110ce y N� Hyannis Fire Department S "8L1S"f . 95 High School Road Extension Hyannis,Massachusetts 02601 V Office of;. Business : (508) 775-1300 1 896 Deputy Chief Facsimile : (508) 778-6448 S Q� Dean L.Melanson Emergency : 911 May 1, 2006 Ms Leticia Durham, Manager DEA Inc. d/b/a Har Ca j n--Restaurant&Bar 7 O-Mnin_5� tr-ee - Hyannis, MA 02601 Ms. Durham, . This letter is a reminder of the order that your business received from this Department dated August 8, 2005. This order required that; "After inspection and review,that the occupancy listed above is required to comply with the law, and an adequate system of automatic sprinklers shall be installed." The next step in the installation process is fast approaching. The plans and specifications of the sprinkler system shall be submitted to both the Hyannis Fire Department and the Town of - Barnstable Building Department no later than May 15, 2006: - The sprinkler system must be installed and fully operational no later than November 17, 2007. Failure to comply with the May 15, 2006 deadline for the submission of plans may put the various permits and licenses held by the business in jeopardy. If you have any questions or problems, please feel free to contact me. Sincerel , Dean L.-Melanson, Deputy Fire Chief Hyannis Fire Department_ T. Perry, Bldg. Commissioner File Town of Barnstable Planning Division Thomas A. Broadrick, AICP fpµprp,0 200 Main Street,Hyannis,Massachusetts 02601 Director of Planning,Zoning, Tel: (508) 862-4786 Fax: (508) 862-4725 &Historic Preservation www.town.bamstable.ma.us October 14, 2005 F&B Development, LLC C/O Attorney Mike Ford PO Box 665 W Harwich,Ma 02671 Re: SPR 061-05 Harry's,*700 Main Street, Hyannis (R308-004) Proposal: Demolish existing and out buildings, construct new 2-story building including restaurant, retail and office uses. Dear Attorney Ford: Please be advised that the Building Commissioner issued an administrative approval on October 10, 2005 for the aforementioned demolition and construction of a new facility for the Harry's Restaurant. A signed copy of the plan remains on file. The following conditions apply: • All construction shall be in compliance with the approved plan prepared for F&B Development LLC, consisting of sheets 1-6, stamped and signed by Mark D. Dibb, PE on 9/8/05. • Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan (Zoning Section 240-104 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy ��i erely, Robin C. Giangregorio Zoning& SPR Coordinator ANNI Hyannis Fire Department n �S,tABLZSg�a 95 High School Road Extension Hyannis,Massachusetts 02601 Office Of, Business : (508) 775-1300 -A 1896 �� Deputy Chief Facsimile : (508) 778-6448 Dean L.Melanson Emergency: 911 August 8, 2005 Ms Leticia Durham, Manager (� DEA Inc. d/b/a Harry's Cajun Restaurant & Bar 700 Main Street Hyannis, MA 02601 Oko Ms, Durham, As a result of the tragic Station nightclub fire in Rhode Island, the State of Massachusetts has enacted new laws and regulations requiring the retroactive installation of an adequate system of automatic sprinklers in certain places of.public assembly. The law requires the Fire Department and Building Department evaluate all existing night club type public assembly occupancies to determine if they will need to install a system. As a result of this law change, the Hyannis Fire Department has inspected the licenses business known as; Restaurant&.Bar;YOO Maih—StreW Hyannis.&.Bar,;7Q0 Main Street:Hyannis After inspection and review, I have determined that the occupancy listed above is required to comply with the law, and an adequate system of automatic sprinklers shall be installed. Chapter 304 of the Acts of 2004, Section 5 amends Chapter 148 of the General Laws by creating section 26G 1/2 which requires; Every building or structure, or portions thereof, of public assembly, with a capacity of 100 persons or more, that is designed or used for occupancy as a nightclub, dance hall, discotheque, bar, or for similar entertainment purposes, including all rooms,lobbies, and other spaces connected thereto and all means of egress and entrances, including any such public assembly located within a mixed use building or structure, including a building or structure owned or controlled by the commonwealth or a political subdivision thereof, (a)which is existing, or(b)for which an approved building permit was issued before December 1, 2004, shall be protected throughout with an adequate system of automatic sprinklers, in accordance with the state building code. " HyFD MGL 148 26G 112 order 08-AUG-05 Page 1 of 2 Further Chapter 148 section 26G 1/2 defines an "adequate system of automatic sprinklers" to include; -(1) a working automatic sprinkler system; (2) fire alarm system control equipment which provides notice of an emergency within a place of assembly; and (3) adequate monitoring of and reporting of any activation of the automatic sprinkler system and fire alarm equipment, in accordance with the state building code in effect at the time of the installation of such system and equipment." Finally, Chapter 148 section 26G 1/2 determines that; The cost of installing an adequate system of automatic sprinklers pursuant to this section shall be borne in its entirety by the owner of the building or structure." The timetable of events to comply with this law are as follows; May 15, 2006 Plans and specifications for the installation shall be submitted to both the Hyannis Fire Department and the Town of Barnstable Building Department no later than this date. November 17, 2007 The system shall be installed and fully operational no later than this date. The process and installations shall comply with the state building code. As the manager of record for the establishment that has been determined to cause this location to be required to comply with Chapter 148 section 26G 1/2 we are notify you of these requirements. If you would like we would be more than happy to meet with you to discuss the law and this decision. Additionally, you may appeal this decision to the Automatic Sprinkler Appeals Board. I have included a set of Appeals Application Forms. Please note, if you do decide to appeal this order you must do so within forty five days after service of this order. Sincerel , Dean L. Melanson, Deputy Fire Chief Hyannis Fire Department cc T. Perry, Bldg. Commissioner HyFD MGL 148 26G 112 order 08-AUG-05 Page 2 of 2 Of Massachusetts �o The Construction Testing People' -((;x'4► (!F BrA,{tF:::j i.'"BvE -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice) 781-438-6216(F-51WAN 22 PH 3: J 8 Compressive Strength Report - Concrete Report Date 12/19/2 0 0 6 Report No. 5 FI'VINON Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix Q ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/4" No. Of Sets: 1 CUBIC YARDS: 48 .5 SET 1 LOCATION: walls, Elevator Pit Total Unit Slump (in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 40 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp (F) 63 E240 4 x 8 12.56 Good 12/19/2006 12/26/2006 7 25,000 1,990 4 Truck No. 1281 E241 4 x 8 12.56 Good 12/19/2006 01/02/2007 14 37,000 2,950 3 Ticket No. 15039 E242 4 x 8 12.56 Good 12/19/2006 01/16/2007 28 50,000 3,980 3 Time 2:30 E243 4 x 8 12.56 Good 12/19/2006 01/16/2007 ; 28 49,000 3,900 1 Unit Wtlbs/cuf E244 4 x 8 12.56 Good 12/19/2006 01/16/2007 28 53,000 4,220 2 Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time N. Callahan No Min Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES � f � II % 5 f (1) Cone (2) Cone and Split (3) Cone and Shear (4)Shear (5) Columnar Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Architect Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood Of Massachusetts The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/19/2006 Report No. 5 Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT 'Total Pour: Elevator Pit Walls, Wall on Column Line C Line from 3 to 5.5, Line 5.5 Line at C to B and Interior Columns, 2 exterior columns. Method of Placement: ❑X Pump ❑Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: © Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: []Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field Q Other Placement Protection: ©Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: -200 t Of Massachusetts 'The Construction Testing People' IiJ r �?� �„ .- �? ;v age 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) 2fl X4 18 F' 3' 2Z Compressive Strength Report - Concrete Report Date 12/15/2006 Report No. 3 R. a ._.pi'v Hyannis Building Department Job Number 10791 Attn: Tom Perry Project Hyannis Commercial Building-Hyannis, MA 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: - . C-39. CLASS CONCRETE: 3000# 3/4" No. Of Sets: 1 CUBIC YARDS: 13 .5 SET 1 LOCATION: Wall A and B Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 50 No. (in.) (sq.in.) Condition, Cast Tested Days (lbs.) (psi.) Type Conc Temp (F) 62 D701 4 x 8 12.56 Good 12/15/2006 12/22/2006 7 27,000 2,150 3 Truck No. 1277 D702 4 x 8 12.56 Good 12/15/2006 12/29/2006 14 38,000 1 3,030 1 Ticket No. L14998 D703 4 x 8 12.56 Good 12/15/2006 01/12/2007 28 48,000 3,820 1 Time 1:25 D704 4 x 8 12.56 Good 12/15/2006 01/12/2007 28 50,000 3,980 2 D705 4 x 8 12.56 Good 12/15/2006 01/12/2007 28 51,000 4,060 3 Unit Wtlbs/cuf Air Content(% GENERAL REMARKS: Inspector Premium Travel Name - Time Hours Time L. Villani No Max Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES f � I { 5 (1) Cone (2) Cone and Split (3) Cone and Shear (4)Shear (5)Columnar Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Architect Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood V Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/15/2006 Report No. 3 Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT 'Total Pour: wall A and B Method of Placement: ❑Pump ©Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field © Other Inside Placement Protection: []Thermal Blankets ❑X Heat ❑ None ❑ Other Slump Specification (in.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: Too Ina 4 Of Massachusetts 'The Construction Testing People' [ -Pagel 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781438-6216 ('Faz) Jvi 12 � � Compressive Strength Report - Concrete Report Date,LLs 12/,1:1@/:..2-0-orb.-- Report No. 6 ' Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete CO. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/4" No. Of Sets: 1 CUBIC YARDS: 27.5 SET 1 LOCATION: wall B Total Unit Slump(in:) 4 Lab Size Area Date. Date Age Load Load Fracture Air Temp. (F.) 54 No. (in.).. (sq.in.) Condition Cast: Tested Days (lbs.) (psi.) Type Conc Temp(F) 64 C333 4 x 8 12.56 Good 12/11/2006 12/18/2006 7 25,000 1,990 2 Truck No. 1277 C334 4 x 8 12.56 Good 12/11/2006 12/25/2006 14 37,000 2,950 1 Ticket No. L14925 C335 4 x 8 12.56 Good 12/11/2006 01/68/2007 28 49,000 3,900 5 Time 1:40 C336 4 x 8 12.56 Good 12/11/2006 01/08/2007 28 48,000 3,820 1 C337 4 x '8 12.56 Good 12/11/2006 01/08/2007 28 52,000 4,140 z Unit Wt Ibs/cu f Air Content(% GENERAL REMARKS: Inspector Premium. Travel Name Time Hours Time L. Villani No Max Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES TV �� II r I (1) Cone (2) Cone and Split (3)Cone and Shear (4)Shear (5) Columnar Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Architect Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood r� Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216 (Fax) Compressive Strength Report - Concrete Report Date 12/11/2006 Report No. 6 Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: wall, B, C, and D Method of Placement: ®Pump ❑Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field © Other Placement Protection: []Thermal Blankets ❑ Heat ❑ None ❑X Other Slump Specification (in.) 4 Number of slumps out of specification reported to If rejected Approved by Remarks: 700 7'n�"�S • Of Massachusetts 'The Construction Testing People' -Page 1 OF F�AR 51 ALE 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Faz�° —9 AN ; Concrete Field Report Report Date_ 12/21/2006 Report No.Job Number Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Contractor Advantage Construction Hyannis, MA 02601 WEATHER: TIME: CONTACT: SUMMARY: Transported one set of cylinders cast on 12/19/06 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name. Time Hours Time L. Villani No REVIEWED BY: William P. Crabtree Our reports are available in PDF form via email. Please email us at reportsmutsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Architect Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/04/2006 Report No. 2 Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 CUBIC YARDS: 31 SET 1 LOCATION: wall, Column Line B at .5 Total Unit Slump(in.) 3 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 36 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 65 A250 4 x 8 12.56 Good 12/04/2006 12/11/2006 7 25,000 1,990 4 Truck No. 1277 A251 4 x 8 12.56 Good 12/04/2006 12/18/2006 14 37,000 2,950 4 Ticket No. L14858 A252 4 x 8 12.56 Good 12/04/2006 01/01/2007 28 48,000 3,820 1 Time 2:45 A253 4 x 8 12.56 Good 12/04/2006 01/01/2007 28 50,000 3,980 2 A254 4 x 8 12.56 Good 12/04/2006 01/01/2007 28 51,000 4,060 3 Unit Content Air Content(%) GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time B. Durante No Min Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES f { \ (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. t . cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Architect Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood ° Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/04/2006 Report No. 2 Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT 'Total Pour: Wall, Column Line B at .5 and Line D at .5; Elevator Pad; 8 Piers Method of Placement: ❑Pump ©Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑Vibrator ❑X Other Other: shovels Cylinder Fabrication Location: © Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field © Other Restaurant Kitchen Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification(in.) 2-4 Number of slumps out of specification reported to If rejected Approved by Remarks: Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/19/2006 Report No. 5 Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 CUBIC YARDS: 48 .5 SET 1 LOCATION: walls, Elevator Pit Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 40 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 63 E240 4 x 8 12.56 Good 12/19/2006 12/26/2006 7 25,000 1,990 4 Truck No. 1281 E241 4 x 8 12.56 Good 12/19/2006 01/02/2007 14 37,000 2,950 3 Ticket No. 15039 E242 4 x 8 12.56 Good 12/19/2006 01/16/2007 28 Time 2:30 E243 4 x 8 12.56 Good 12/19/2006 01/16/2007 28 E244 4 x 8 12.56 Good 12/19/2006 01/16/2007 28 Unit (%ft Air Content(%) GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time N. Callahan No Min Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES J r t 1 (1)Cone (2)Cone and Split (3) Cone and Shear (4)Shear (5)Columnar Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Architect Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood ° Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/19/2006 Report No. 5 Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour: Elevator Pit Walls, Wall on Column Line C Line from 3 to 5.5, Line 5.5 Line at C to B and Interior Columns, 2 exterior columns. Method of Placement: ❑X Pump ❑Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field © Other Placement Protection: ©Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification(in.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: Of Massachusetts 'The Construction Testing P ,opgleTABL� E _Page 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)78 43 62�16( axyj 10' I Compressive Strength Report - Concrete --'Re'Report•�Date...`12/�2006 Reporrtt�IV'Of' 6 Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 1 No. Of Sets: 1 CUBIC YARDS: 27 .5 SET 1 LOCATION: wall B Total - Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 54 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 64 C333 4 x 8 12.56 Good 12/11/2006 12/18/2006 7 25,000 1,990 2 Truck No. 1277 C334 4 x 8 12.56 Good 12/11/2006 12/25/2006 14 37,000 2,950 1 Ticket No. L14925 C335 4 x 8 12.56 Good 12/11/2006 01/08/2007 28 Time 1:40 C336 4 x 8 12.56 Good 12/11/2006 01/08/2007 28 Unit Wt Ibs/cu ft C337 4 x 8 12.56 Good 12/11/2006 01/08/2007 28 Air Content(%) GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time L. Villani No Max Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES 1 f ► I n { { (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar Our reports are available in PDF form via email. Please email us at reports®utsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Architect Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/11/2006 Report No. 6 Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT 'Total Pour: wall, B, C, and D Method of Placement: ®Pump ❑Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ® Other Placement Protection: ❑Thermal Blankets ❑ Heat ❑ None ❑X Other Slump Specification(in.) 4 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Hyannis Building Department Report Date 12/11/2006 Attn: Tom Perry Report No. 6 368 Main Street Job Number 10791 Hyannis, MA 02601 Project Hyannis Commercial Building-Hyannis, M Attachment Of mSSt1d11.IS t Inc w s The �rO1L4t1`1 �OR T Page# DAILY REPORT OF CONCRETE POUR PROJECT NAME: 4o S , . �? A AP3 PROJECT NO_: AIR TEMP. ___q_TOTAL YARDS:9 15 DATE: LOCATION OF.POUR: '�`� Load & Slump Batching B.Whing Time In Yards Concrete %of Ticket# No. of Truck# Inches In Out Minutes Temp. Air Cylinders � . G X 5 9 9� f j r 1 ,�,,,� REMARKS* )d�4 � .SSPECTOR: !�(Jl/`� V/�/L -7755 Fax (7$1) 438-fi21fi ardson Lane, Stoneham, Massachusetts 02180 (781) 438 Of Massachusetts 'The Construction Testing People' €F 0ir` �I ',fit i`+�)IABLEE -Pagel 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) 7007 JA - Compressive Strength Report - Concrete Report Date 12/19/2006 —. -- Report No. 5 �i,�[M)(� -� Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 CUBIC YARDS: 48 .5 SET 1 LOCATION: walls, Elevator Pit Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load . Fracture Air Temp.(F.) 40 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 63 E240 4 x 8 12.56 Good 12/19/2006 12/26/2006 7 25,000 1,990 4 Truck No. 1281 E241 4 x 8 12.56 Good 12/19/2006 01/02/2007 14 Ticket No. 15039 E242 4 x 8 12.56 Good 12%19/2006 01/16/2007 28 Time 2:30 E243 4 x 8 12.56 Good '12/19/2006 01/16/2007 28 E244 4 x 8 12.56 Good 12/19/2006 01/16/2007 28 Unit Air Content Wt ft (%) GENERAL REMARKS: Inspector = Premium- Travel Name Time Hours Time N. Callahan No Min Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES ti t f II d i LJf , (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar Our reports are available in PDF form via email Please email us at reports®utsofmass.com for more information. R tmow. i.__c..Y...•.,..F ..........y......_..._.. _ .. ._ ....__-•_ _......__ ..� h'T r r ,, ..._...._ .. ... -EC: .-- --•-•Advantage -Construction ... :._ _. Attn:_._:Don.Q,'Neill,., _�, .; ,., .,. , _•: is� i, r. . _ ail,. ,:^.' • � 'l, -• t __ - MRM Mark.Marinaccio,., Architect :Attn: _Mark_Marinaccio -- -- -- -•-.. -- Flood Consulting Attn: Stacy Flood Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/19/2006 Report No. 5 Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT 'Total Pour: Elevator Pit Walls, Wall on Column Line C Line from 3 to 5.5, Line 5.5 Line at C to B and Interior Columns, 2 exterior columns. Method of Placement: ©Pump ❑Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field Q Other Placement Protection: ®Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification(in.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: " Of Massachusetts 'The Construction Testing People' Pog" IIALRL E L 7 B - 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) JA 4 4,11 � Reinforcing Steel Report Report Date 12/15/2006"" �--. Report No. 4 ' Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction CONTACT: Paul Crossen DIME OF INSPECTION: 10 : 15 AM TIME OF CONCRETE PLACEMENT: 1 :30 PM SPECIFICATION: ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 a V CONTRACT DRAWINGS: S100 REVISION NUMBER: DATED: 6/,14/06 SHOP DRAWINGS) R 2 . z ...aw.�,• ..:iil.:'.�..t:^'Y_.S-.t,.ruci`..T.M:.. h' PROJECT SPECIFICATIONS '03360 OTHER:- DRAWINGS STAMPED: YES x NO AREA REVIEWED: Wall B/Wall A ATTRIBUTES: REVIEWED Yes No w_ Coverage(Top Bottom and/or Inside Face x Outside Face x ) X Clearance X Cleanliness(heavy rust,scale,mud,dirt,oil,etc. not permitted) X Bar Supports X Bar Spacing X Bar Quantity X r+ Placement and .tying F. .,... -.,. ..... :::.'.. R.W.+>q.:.. X `The:details in the above described,area(s)were.complete_at the time of this inspection. lx The results of this inspection were discussed,,with the aforementioned contact persons prior to departure from tFie'projedt"site'.-, . GENERAL REMARKS: Inspector PremiumTravel Name Time Hours Time L. Villani No I y Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 12/15/2006 Report No. 4 Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction .REVIEWED BY: William P. Crabtree W./T � Our reports are available in PDF form via email. Please email us at reports®utsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Architect Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood Of Massachusetts The Construction Testing People' l ' f„ -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Lr'f07 JAN r°9 10: 12 Compressive Strength Report - Concrete Report Date 12/1.5./2006 Report No. 3 Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 CUBIC YARDS: 13 .5 SET 1 LOCATION: wall A and B Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 50 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 62 D701 4 x 8 12.56 Good 12/15/2006 12/22/2006 7 27,000 2,150 3 Truck No. 1277 D702 4 x 8 12.56 Good 12/15/2006 12/29/2006 14 38,000 3,030 1 Ticket No. L14998 D703 4 x 8 12.56 Good 12/15/2006 01/12/2007 28 Time 1:25 D704 4 x 8 12.56 Good 12/15/2006 01/12/2007 28 Unit Wt D705 4 x 8 12.56 Good 12/15/2006 01/12/2007 28 Content Air Content(%) GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time L. Villani No Max Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES f (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar Our reports are available in PDF form via email. Please email us at reports®utsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Architect Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/15/2006 Report No. 3 Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Wall A and B Method of Placement: ❑Pump ®Chute Discharge ® Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ® Other Inside Placement Protection: ❑Thermal Blankets ® Heat ❑ None ❑ Other Slump Specification(in.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: Of Massachusetts 'The Construction Testing People' R" aABLE -Pagel 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) ?1, 6 OEC 28 AM 8: 52 Concrete Field Report Report Date 12/05/2006 Report No. 2 { � � Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction WEATHER: TIME: CONTACT: SUMMARY: Transportation of one set of cylinders cast on 12/04/06 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time L. Villani No REVIEWED BY: William P. Crabtree 0Qr/ Our reports are available in PDF form via email. Please email us at reportsOutsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Architect Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood ._w,r Of Massachusetts 'The Construction Testing People Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Concrete Field Report Report Date 12/12/2006 Report No. 3 Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction WEATHER: .TIME: CONTACT: SUMMARY: Transportation of one set of cylinders cast on 12/11/06 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time B. Durante No REVIEWED BY: William P. Crabtree Our reports are available in PDF form via email. Please email us at reportsOutsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Architect Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood ° Of Massachusetts 'The Construction Testing People. f3y ¢.y *�� � _Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-62,791AW C 28 Arl 8: 15C Compressive Strength Report - Concrete Report.Date—,.....1,1./2.2-/-2006 Report No. LT"VI5l0N Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Lawrence & Lynch ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 30004 3/4" 1 No. Of Sets: 1 CUBIC YARDS: 19 - SET 1 LOCATION: Footing - Column line D at 1-3 Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load load Fracture Air Temp.(F.) 40 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 63 Y167 4 x 8 12.56 Good 11/22/2006 11/29/2006 7 30,000 2,390 4 Truck No. 1277 Y168 4 x 8 12.56 Good 11/22/2006 12/06/2006 14 41,000 3,260 1 Ticket No. 020241D Y169 4 x 8 12.56 Good 11/22/2006 12/20/2006 28 55,000 4,380 2 Time 3:15 Y170 4 x 8 12.56 Good 11/22/2006 12/20/2006 28 58,000 4,620 1 Unit Wt Ibs/cu ft Y171 4 x 8 12.56 Good 1 11/22/2006 12/20/2006 28 57,000 4,540 2 Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time N. Callahan No Min Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES ti x � � • II (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Architect Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood ° Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 11/22/2006 Report No. 1 Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Lawrence & Lynch FIELD SUMMARY REPORT 'Total Pour: Footings - Column line A at 1-3.5, 1 at A-D, 'and D at 1-3 Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: © Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ® Other Placement Protection: ®Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification(in.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: Of Massachusetts 'The Construction Testing People' tis � ; ti8LE -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216 ON'!)-2 Pig 1: 45 Compressive Strength Report - Concrete Report Datey 4 12/15/2006 Report No. biVIS10'ri Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/4+1 No. Of Sets: 1 CUBIC YARDS: 13 .5 SET 1 LOCATION: wall A and B Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load fracture Air Temp. (F.) 50 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 62 D701 4 x 8 12.56 Good 12/15/2006 12/22/2006 7 27,000 2,150 3 Truck No. 1277 D702 4 x 8'- `12.'56 :' 'Good 12/15/2006 12/29/2006 , 14: Ticket No. L14998 D703 4 x 8 12.56 Good 12/15/2006 01/12/2007 28 Time 1:25 D704 4 x 8 12.56 Good 12/15/2006 01/12/2007 28 Unit Wt Ibs/cu f D705 -4-.x-8 - 12.56. ., Good_ 12/15/2006,• ,01/12/2007 w 28 - %r ' Air Content.(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time L. Villani No Max Day 2 Hr(s) REVIEWED BY: Robert S. Granada a FRACTURE TYPES (1) Cone (2) Cone and Split (3)Cone and Shear (4)Shear (5)Columnar Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Advantage Construction t!_ t Attn: .Don O'Neill_.... ......._ MRM Mark`Marinaccio, Architect Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood ° Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/15/2006 Report No. 3 Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT 'Total Pour: wall A and B Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ® Other Inside Placement Protection: []Thermal Blankets ❑X Heat ❑ None ❑ Other Slump Specification (in.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: 0 Of Massachusetts 'The Construction Testing People' 0101 t:)I B1%1R,,N'TABLE -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice) 781-438-62161,Fist_)-D L 19 AM 10: 16 Compressive Strength Report - Concrete Report Date 12/04/2006 Report No. `4 �2ry Ci?VJa10N Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry n 368 Main Street —0, (co Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/4" No. Of Sets: 1 CUBIC YARDS: 31 SET 1 LOCATION: Wall, Column Line B at .5 Total Unit Slump (in.) 3 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 36 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp (F) 65 A250 4 x 8 12.56 Good 12/04/2006 12/11/2006 7 25,000 1,990 4 Truck No. 1277 A251 4 x 8 . 12.56 Good 12/04/2006 12/18/2006 14 Ticket No. L14858 A252 4 x 8 12.56 Good 12/04/2006 01/01/2007 28 ' Time 2:45 A253 4 x 8 12.56 Good 12/04/2006 01/01/2007 28 A254 4_x 8 12.56 . Good 12/04/2006 01/01/2007 28 Unit Wt Ibs/cu f Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time B. Durante No Min Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES 1 k + 7 t, 1 (1) Cone (2)Cone and Split (3) Cone and Shear (4) Shear (5) Columnar Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more informatioxi. 8 i CC: Advantage"Construction — Attn,; �.Don O'Neill ' f MRM Mark.Marinaccio; Architect Attn: , Mark Marinaccio Flood Consulting Attn: Stacy Flood Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice) 781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/04/2006 Report No. 2 Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour: wall, Column Line B at .5 and Line D at .5; Elevator Pad; 8 Piers Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑ Other Other: Method of Concrete Consolidation: ❑Vibrator ❑X Other Other: Shovels Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑Z Other Restaurant Kitchen Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 2-4 Number of slumps out of specification reported to If rejected Approved by Remarks: 7bo 7�'lc� west `� a Of Massachusetts 'The Construction Testing People' t0`4 -. -Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) t �� Compressive Strength Report - Concrete Report'D'ate----12 `.04e t € {I J Rq Report No. 2 Job Number 10791 Hyannis Building Department Attn: Tom Perry Project Hyannis Commercial Building-Hyannis, MA 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction ��� Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/4 No. Of Sets: 1 CUBIC YARDS: 31 SET 1 LOCATION: Wall, Column Line B at .5. Total Unit Slump(in.) 3 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 36 No. (in.) ('sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 65 - A250 4 x 8 12.56 Good 12/04/2006 12/11/2006 7 25,000 1,990 4 Truck No. 1277 A251 4 x 8 12.56 Good 12/04/2006 12/18/2006 14 37,000 2,950 4 Ticket No. L14858 A252 4 x 8 ,; 12,.56 Good .. 12/04/2006 01/01/2007 28 Time 2:45 A253 °+• 4 x 8 12.,56 Good 12/04/2006 01/01/2007 28 `•' 7 A254 4 x 8 12.56 L .Good 12/04/2006 01/01/2007 28' Unit Wt Ibs/cu ft Air Content(%) GENERAL REMARKS:, ...— Inspector „ . Premium Travel . Name Time Hours Time: B. Durante No Min Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES r f • .• (1) Cone (2)Cone and Split (3)Cone and Shear (4)Shear'- (5)Columnar Our r"eports,'are.available in'PDF "form via>.email.-:Please. email us. at reports@utsofmass.com for more information. 7*1 CC: `- ,Advantage Construction - "" ".`Attn.. .;Don O'Neil'1 ; _. _ I MRM Mark Marinaccio,! Architect Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood ' Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 12/04/2006 Report No. 2 Job Number 10791 Hyannis Building Department Attn: Tom Perry Project Hyannis Commercial Building-Hyannis, MA 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT 'Total Pour: Wall, Column Line B at .5 and Line D at .5; Elevator Pad; 8 Piers Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑Vibrator ❑X Other Other: shovels Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field © Other Restaurant Kitchen Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification(in.) 2-4 Number of slumps out of specification reported to If rejected Approved by Remarks: Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781438-7755(Voice)781438-6216(Fax) Reinforcing Steel Report Report Date 12/11/2006 Report No. 3 Job Number 10791 Hyannis Building Department Attn: Tom Perry Project Hyannis Commercial Building-Hyannis, MA 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction �n(n CONTACT: Paul Crossen _TIME OF INSPECTION: 9: 15 AM TIME OF CONCRETE PLACEMENT: 1 :20 PM SPECIFICATION: ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: S100 REVISION NUMBER: DATED: SHOP DRAWING(S):R-2 PROJECT SPECIFICATIONS: 03300 OTHER: DRAWINGS STAMPED: YES NO X AREA REVIEWED: Walls B, C, and D; ATTRIBUTES: REVIEWED Yes No _ Coverage(Top Bottom and/or Inside Face Outside Face ) x Clearance x Cleanliness (heavy rust,scale,mud,dirt,oil,etc.not permitted) x Bar Supports x Bar Spacing x Bar Quantity x Placement and tying x OX The details in the above described area(s)were complete at the time of this inspection. 0 The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time L. Villani No Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 12/11/2006 Report No. 3 Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction .REVIEWED BY: William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Architect Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood UT(S of"I ,assachusetts, Inc. Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Hyannis Building Department Report Date 12/07/2006 i .:3 ` ' ` �T,AB(_E Attn: Tom Perry Report No. 1 368 Main street Job Number 10791 2006 DEC I h41t� Hyannis, MA 02601 Project Hyannis Commercial Building-Hyannis, MA Attachment of MOM hm FIELD REPORT Page 1 of l PROJECT�E7oo MAIN STREET`Hy n is_MAr DATE:November 20,2006 PREPARED BY:John C.McCarthy Geotechnical Testing&Inspeenons Mgr. RE:FOUNDATION SUBGRADE Project No.10791 This report follows a site visit to review the foundation subgrade conditions as they relate to structural support. FOUNDATIONS DESIGN CRITERIA The structural requirements were reviewed as pertaining to this visit. The proposed foundations design includes conventional spread footing foundations with a concrete floor slab-on-grade. The foundations were designed predicated on an allowable soil bearing pressure of 3 ksf atop natural undisturbed subgrade or engineered fill. No geotechnical report or subsurface data was available during this visit or expected to have been completed. OBSERVATIONS SUMMARY The majority of the building footings had been excavated to design foundation grade prior to this visit. The bearing subgrades mostly reveal clean SANDS varying amounts of gravel with no evidence of fill, organics or other questionable matter. A mechanized test pit was excavated at footing column line D(1.3 to 3)due to the presence of FILL and ORGANIC matter extending below footing grade. The FILL was loose and contained concrete likely associated with former site development. The FILL was removed to approximate depth of 5 ft below footing grade to reveal the clean SANDS consistent with the site. No groundwater was encountered. Hand shovel test hole revealed remnant surficial organic matter at building corner D(1). EVALUATION The over-excavation is to be replaced with controlled compacted structural fill to restore footing grade. The contractor may consider the use of/.-inch crushed stone for use as structural fill to progress with construction and avoid sending laborers into the deep excavation for compaction encompassed by cohesionless SANDS,which inherently collapse during vibrations. Alternatively,a slope excavation(min. 1.5: 1)will need to be established for safety. The crushed stone may be placed in controlled lifts via excavator bucket pressure to create a stable and tight inter-locked condition. The surficial organic matter is to be removed where noted and if further encountered. The footings are to gain bearing capacity from atop the clean natural undisturbed SANDS,which are considered suitable for 3 KSF. Any fill and/or organics are to be removed in this regard. The SAND subgradc is to be proofrolled with vibratory compaction and ultimately exhibit stable,dry and firm conditions prior to structural filling or casting of foundations. UTS has been scheduled the following day to observe the subgrade preparations. The contents of this report were discussed in general with the Project Superintendent. Erin of Report. 5 Richardson Lane. Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 Of Massachusetts 'The Construction Testing People -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 12/07/2006 Report No. 1 Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction WEATHER: TIME: CONTACT: SUMMARY: Enclosed you will find the document prepared by our Geotechnical Department on 11-20-06 for the above referenced project. GENERAL REMARKS: Inspector Premium' - Travel Name Time Hours Time J. McCarthy No REVIEWED BY: Chuck Fraser Our reports are available in PDF form via email. Please email us at reportsOutsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Architect Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood r Of Massachusetts ` 'The Construction Testing People' Es.� ������;L,i��l-� -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice) 781-438-6216(Fax) _Q Reinforcing Steel Report Report Date 12/94/.2.0005t 10 Report No. 2 Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction CONTACT: Paul Crossen TIME OF INSPECTION: 2 :00 PM TIME OF CONCRETE PLACEMENT: 2 :3 0 PM SPECIFICATION: ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: sloo REVISION NUMBER: 7 DATED:- 6/14/06 SHOP. DRAWING($): R-2 °= PROJECT SPECIFICATIONS: t o33 0o v OTHER: DRAWINGS STAMPED: . YES X NO AREA REVIEWED: Wall: lines B at .5 to D at .5; Continuous footing; Elevator pad; Eight piers; ATTRIBUTES: REVIEWED Yes No Coverage(Top x Bottom x and/or Inside Face Outside Facet ) x Clearance x Cleanliness (heavy rust,scale, mud,dirt,oil,etc. not permitted) x Bar Supports x Bar Spacing x Bar Quantity x -Placement and,lying ❑X 'Th6!!e,t in,the above described area(s):were.:complete,at the time of this inspection. M ,The,.results of this mspectio.n.were discussed,with the aforementioned contact persons prior to departure from tfie "project'' ,GENERAL REMARKS: .�.. . .... u.. ., Inspector Premium „Travel a w, Name Time Hours Time = B. Durante No Of Massachusetts �1 -The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice) 781-438-6216(Fax) Reinforcing Steel Report Report Date 12/04/2006 Report No. 2 Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction _REVIEWED BY: William P. Crabtree Kf� Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Architect Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood Of Massachusetts 'The Construction Testing People -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 11/21/2006 Report No. 1 Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction WEATHER: Sunny, high of 42 degrees .TIME: 11 : 00 AM CONTACT: Paul Crosson of Advantage Construction PURPOSE: Observe earthwork construction EQUIPMENT: Deere 20OLC excavator, dump truck hauling stone TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: This report follows a site visit to monitor earthwork for footing base and subgrade. Area was over- excavated yesterday to undisturbed soil. Backfilled with clean 3/4" stone material placed in controlled 10" lifts using bucket of excavator for compaction to bring grades to bottom of footing elevation. Work area was along column line D from approximately 1.3 to 3. Inspector Premium Travel Name Time Hours Time Christina McDonagh No Min Day 2 Hr(s) REVIEWED BY: Chuck Fraser ^ Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Architect Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood -'T_ C6 ` Y CD} r"' C) M N d rn a SKtj, _ itol fo Sca P — — x CL � a � s � m � W � l U N N � ' � Z �o O o U ' 0 N W G rl ri G Q N I \ r � H o > Y x m `o LL m 3 N R 0 cG 0 Z E i0 i co 7 IT o O Z N a a M 'o r 0R0' 0 d - - --- - �. Q L i Cl)00 00 i V 0 O E .-, E 104 7 l9 U � m Ca --I N m Q, � ( �� �' �' Stoneliant,MaU2180 JOB NAME: 7 �t S- 4y(S_ �/ N �° � '� �'� "1'he Construction Testing people" 6 c4 J Q E �, U- o,H... .�, ,i,. PROJECT NO.: 16'"1� SKETCH 0 °' h r --- o L U_ r m >•I 4J ',0 >, D N x M x Q q• - VW fi&oj Of Massachusetts 'The Construction Testing People' .€ �,^ _ }RIWS' .ABLE r G+��+�j lii- -Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781438-6216(Fa�996 DEC -8 AM 8. 50 Compressive Strength Report - Concrete Report Date 11 22/20-_6 Report No. 1 011VISiON Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Lawrence & Lynch ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 CUBIC YARDS: 19 SET 1 LOCATION: Footing - Column line D at 1-3 Total Unit Slump(in.) 4 .Lab Size Area ''Date Date Age Load Load Fracture Air Temp.(F.) 40 No. (in.) (sq.in'.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 63 Y167 4 x 8 12.56 Good 11/22/2006 11/29/2006 7 30,000 2,390 4 Truck No. 1277 Y168 4 x 8 -12.56 Good 11/22/2006 12/06/2006 14 ... _ - _ _ Ticket No. 020241D Y169 4 x 8' 12:56 Good 11/22/2006 12/20/2006- 28 Time 3:15 Y170 4 x 8 12.56 Good 11/22/2006 12/20/2006 28 Unit Wt Ibs/cu f Y171 4 x 8 12.56 Good 11/22/2006 12/20/2006 28 Air Content(% GENERAL REMARKS:'.+:- Inspector Premium Travel Name Time Hours Time N. Callahan No Min Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES } 1 !I \, I• �� l i (1) Cone (2) Cone and Split (3)Cone and Shear (4)Shear (5) Columnar Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. .,�'1 v d J •`ti i ... it 7 Ct-t,.._ ° ! CC: Advantage Construction Attn: Don O'Neill' - MRM Mark Marinaccio, Architect Attn: Mark Marinaccio - -- Flood Consulting Attn: Stacy Flood Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 11/22/2006 Report No. 1 Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete CO. Lawrence & Lynch FIELD SUMMARY REPORT -Total Pour: Footings - Column line A at 1-3.5, 1 at A-D, and D at 1-3 Method of Placement: ❑Pump ©Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ® Other Placement Protection: ®Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: Of Massachusetts The Construction Testing People' -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 11 2 2 0 0 6 4 : Concrete Field Report p / / Report No. 1 Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction WEATHER: _TIME: CONTACT: SUMMARY: Transported one set of cylinders cast on 11/22/06 to the lab for testing. GENERAL REMARKS: ------- Inspector Premium. Travel Name Time Hours Time L. Villani No REVIEWED BY: William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Architect Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood ..•A R. vn � - .., ..k. _.al. xz. -. .....w... .,_. ,. -n o ..,._.. , . .,a,. .__. .. ... ... wr.....r .,..,._r. ... .Y- ..... a:-..,, . ° Of Massachusetts ''The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 11/22/2006 Report No. 1 Hyannis Building Department Job Number 10791 Attn: Tom Perry Project Hyannis Commercial Building-Hyannis, MA 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction CONTACT: Paul Crossen _TIME OF INSPECTION: 10 : 00 AM TIME OF CONCRETE PLACEMENT: 12 :30 PM SPECIFICATION: ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: REVISION NUMBER: DATED: SHOP DRAWING(S):R1, R3 PROJECT SPECIFICATIONS: 03300 OTHER: DRAWINGS STAMPED: YES NO X AREA REVIEWED: Wall footings and piers (no column lines available) ; ATTRIBUTES: REVIEWED Ye s No _ Coverage(Top Bottom x and/or Inside Face Outside Face ) X Clearance X Cleanliness(heavy rust,scale, mud,dirt,oil,etc. not permitted) X Bar Supports X Bar Spacing X Bar Quantity X Placement and tying X ❑X The details in the above described area(s)were complete at the time of this inspection. 0 The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Al Bradley No Min Day 2 Hr(s) Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 11/22/2006 Report No. 1 Hyannis Building Department Job Number 10791 Attn: Tom Perry Project Hyannis Commercial Building-Hyannis, MA 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction .REVIEWED BY: William P. Crabtree Wz Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Architect Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood 70v Of Massachusetts The Construction Testing People' -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) W � Compressive Strength Report - Concrete Report Date 11/22/2006 Report No. 1 �. � C--� Hyannis Building Department Job Number 10791 Attn: Tom Perry Project Hyannis Commercial Buildi -Hyann s, MA • 368 Main Street ��p c. )) n Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Lawrence & Lynch ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 1 No. Of Sets: 1 CUBIC YARDS: 19 SET 1 LOCATION: Footing - Column line D at 1-3 Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load. Load Fracture Air Temp. (F.) 40 No. (in.) (sq.in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 63 Y167 4 x 8 12.56 Good • 11/22/2006 11/29/2006 7 30,000 2,390 4 Truck No. 1277 Y168 4 x 8 12:56 -,-Good'-', `11/22/2006 12/06/2006,.. 14 41,000 3',260 1 Ticket No. 020241D Y169 4 x 8 12.56 Good 11/22/2006 1 12/20/2006 28 Time 3:15 Y170 4 x 8 12.56 Good 11/22/2006 12/20/2006 28 Unit Wtlbs/cu ft Y171 4 x 8 12"56 Good----_ :11/22/2006„ J1 1.20/2006 28 :_.. Air Content(% j. GENERAL REMARKS: ....,.. . . . Inspector Premium Travel Name Time Hours Time N. Callahan No Min Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES I f II (1)'Cone ` ' ' (2)Cone and Split_. .(3)Cone and Shear (4)Shear (5)Columnar your-reports_.,are_.available in PDF form via email. Please email us at reportseutsofmass.com for more information.•° � CC.-•- - • -.Advantages Construction- � • "Attn Don O'Neill._. ( 3 T ; MRM Mark Marinaccio, Architect - " Attn:---Mark Marinaccio.._ Flood Consulting Attn:' Stacy Flood Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 11/22/2006 Report No. 1 Job Number 10791 Hyannis Building Department Project Hyannis Commercial Building-Hyannis, MA Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete CO. Lawrence & Lynch FIELD SUMMARY REPORT 'Total Pour: Footings - Column line A at 1-3.5, 1 at A-D, and D at 1-3 Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: © Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ® Other Placement Protection: ®Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification(in.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: fi � \•.ram_ 71 ;' • `.- _ .t, � t �i` �� ,�1(!�-� art�'+'C".:. `"R -' _- 'Ste- i' ~ '. , `` '"'`� .;� ! ►_ = �"_- `: M,rctiE<<s srEVENs sT. LOCUS INFORMATION REVISIONS: 1 wq N0. DATE DESC. Y CURRENT OWNER: F&B DEVELOPMENT LLC MAXIMUM BUILDING HEIGHT: 42' OR 3 STORIES AUNT NORTH ST• TITLE REFERENCE: DEED BOOK 20959, PAGE 239 EXISTING TOTAL LOT AREA: 18,985t S.F. (0.44f AC.) — BETTYS NITROGEN SENSITIVE POND PLAN REFERENCE: PLAN BOOK 608, PAGE 35 — ZONE: NOT A ZONE II MN\N S1 ASSESSORS MAP: 308 FEMA FLOOD M LOCUS PARCEL: 4 ZONE DISTRICT. "C" — STRE�N OVERLAY DISTRICT: AP ZONE — ROTARY cn OUT I r S7 LOT 2 SEWER ACCOUNT NO. 3643 — ZONING DISTRICT: HVB FIRE DISTRICT: HYANNIS SETBACKS:GOLF FRONT 0' COURSE SIDE 0' REAR 0' MINIMUM LOT SIZE: 5,000 S.F. LOCUS MAP I CERTIFY TO THE BEST OF MY NOT TO SCALE PROFESSIONAL KNOWLEDGE, INFORMATION I AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE EXISTING BUILDING —� I STRUCTURE AS DETERMINED BY I"HARRY CAJUN BAR' INSTRUMENT SURVEY AND AS SHOWN ON L I THIS PLAN ARE C� ECT. 1 TO BE REMOVED I I I I /N OF Mqa ;,q _ m I «PAMA6 N I LOT 1 ' Nftm � S81,400 OS"E* �'�r�� iI I 100,23. N/F 0 F — \ OM ZONE I PROFESSIONAL LAND SURVEYOR DATE CHRISTOPHER KOCABA ro #710 MAIN STREET L I I HVg ZONE ASSESSORS MAP 308 ��—�� DECK I I PARCEL 7 W �' -4 I I N FOUNDATION LOT 2 L J 0 18,985±S.F. 65.5' I f AS — BUILT z 0.44f ACRES I HVB ZONE C) v PLAN � I 1 r 45.6' I N N I +— O N 10.04� 45.00. I N ^ FULL m W #350 /Z BASEMENT z N¢ I I 5 N j STEVENS STREET •t 00 j O I r * 0 r 1N 1 I HYANNIS Co CvI� 0 I MASSAC H U S ETTS ° N Iz Z i W (BARNSTABLE COUNTY) N/F w °' la > I PETER & _ CATHERINE m GO MURRAY c0 O L I #712 MAIN ST. W 1� 20.00, ASSESSORS Q r^ MAP 308 FOUNDATION PARCEL 279 TOF=26.6 I W I N I N b I I DECEMBER 22, 2006 z 1 I 6.1' 24.5' 59.00 0 20.50' d•�. 15.75' rL 9.6' �- i _ �.`L S 89'36'40" W 75.16' / EDGE OF PAVEMENT PREPARED FOR: Mr. Donald F. O'Neill Condyne, LLC Two Adams Place, Suite 100 MAINSTREETQuincy, MA 02169 } V. ROUP SO/V� 349 Main Street, Unit D — _ — N W. Yarmouth Massachusetts STRCc 02673 `C T 508 778 8919 C 2006 The BSC Group, Inc. SCALE: 1" = 20' 0 2.5 5 10 wVErs / 0 10 20 40 FEEr PROJ. MGR.: C. FIELD FIELD: D. GAZZOLO / J. McCARTIN CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST CHECK: C. FIELD FILE: 8648—EXC.DWG DWG. NO: 5511 -04 SHEET 1 OF 1 JOB. NO: 4-8648.02 M/TCN �4<s Wqy STEVENS ST. AUNT NORTH ST. B ETTYS / CB/DISK POND N/F FND S� PAULINE HOLMES MPN'\ #294 STEVENS STREET ST Mq�N LOCUS � ASSESSORS MAP 308 C RFET / / ' BD/DH PARCEL 6 ROTARY C H S LEGEND " S 81'47'25u E �, N/F NOW OR FORMERLY N/F / / 29,56" 1 GOLF COURSE R.R. RAIL ROAD HYANNIS VILLAGE APPARTMENTS LLC / / w FOR REGISTRY USE ONLY IP IRON PIPE #372 NORTH STREET 00 CBDH CONCRETE BOUND WITH DRILLHOLE ASSESSORS MAP 308 / / �,°� 3 � LOCUS MAP: 1 "=1000' I CERTIFY TO THE BEST OF MY _ rn PROFESSIONAL KNOWLEDGE, INFORMATION PARCEL 8 D� ti AND BELIEF THAT THIS PLAN CONFORMS o N Z TO THE RULES AND REGULATIONS OF / o N/F THE REGISTRY OF DEEDS. / o STUBORN LTD PARTNERSHIP cn #300 STEVENS STREET ASSESSORS MAP 308 J / PARCEL 5 ' ! / S 81'4725" E 149.79' ' I R' i I AUNT BETTYS / °� J / o��/ PROFESSIONAL LAND SURVEYOR DATE POND �� � �, 3 BARNSTABLE PLANNING BOARD APPROVAL UNDER SUBDIVISION SERVICE i o N�� GARAGE z CONTROL 1 L LAW NOT REQUIRED PLAN �0�°arc / OF a LAND LOT 1 L / 3 #350 ., 1182867±S.F. RR 2.73f ACRES SPIK STEVENS STREET G� FND E OM ZONE f m IN V � � SHAPE FACTOR=18.57 I HYANNIS N/F z N 1 MAS SAC H U S ETTS CRABTREE LLC m `� W DATE: (BARNSTABLE COUNTY) ASSESSORS MAP 290 (`1� PARCEL 96 ~ ' NO v l THEDZON NGINORION AS DNANCETO COMPLIANCE WITH REQUIREMENTS HAS APPROVAL iv BEEN MADE OR NTENDED BY THE ABOVE ENDORSEMENT. NOT Co REQUIRED NOTES: (ANR) THE INTENT OF THIS PLAN IS TO DIVIDE �S• F.... ' PARCEL ' ON PLA INTO LOTS 1 AND 2.N BOOK 316/5 AUGUST 10, 2005 S'Qs, LOADING DOCK v J ' EN THE EXISTING BUILDING "HARRY'S CAJUN BAR" /OVERHANG IS TO BE DEMOLISHED AND REBUILT ON LOT 1 REVISIONS: 18.20 ' AS APPROVED BY TOWN OF BARNSTABLE. N0. DATE DESC. 9/1/05 REVISE LOT LINE 1 - *HARRY'S I I CAJUN BAR" - 581' I N/F OM ZONE 40 08"E _ CHRISTOPHER KOCABA i NVe zONE 100.23 ' I #710 MAIN STREET tK%` PREPARED FOR: ASSESSORS MAP 308 PARCEL 7 ECK ' GIINSBERG ASSET MANAGEMENT LLC rn NEW nor �ME ! LOCUSINFORMATION C/O Mr. DAN ADAMS 1 P.O. BOX 901 IP r ' W. BARNSTABLE, MA 02668 FND 3 J CURRENT OWNER: MANUEL GNSBERG PH. (508) 771 -071 1 o t ' TITLE REFERENCE: DEED BOCK 7397, PAGE 019 FAX. (508) 771 -2061 N �. CB/DH % o LOT 2 o PLAN REFERENCE: BOOK 31� PAGE 5 N 00 FND o N/F N 18,985� S.F. ASSESSORS MAP: . 308 PARCEL: 4 PETER & 1;q SC UPDU F 0.44f ACRES CM RRAYE iv H VB ZONE Uj LOT 1 LOT 2 Co ,57 Maffi Street, Unk 6 I #712 MAIN ST cv I ZONING DISTRICT: OM HVB W. Yr�]ll°Il�TIIouth Massachusetts CLERK OF THE TOWN OF BARNSTABLE HEREBY CERTIFY THAT THIS PLAN WAS SUBMITTED TO THE ASSESSORS in .� SHAPE SETBACKS: FRONT 20' FRONT 0' 02673 MAP 308 N SIDE 1C' SIDE 0' PLANNING BOARD ON AND THE BOARD HAS PARCEL 279 FACTOR= 17.5 ' REAR 20' REAR 0' 508 778 8919 FAILED TO ACT UPON SAID PLAN WITHIN THE FOURTEEN DAYS r- z THEREAFTER AND THEREFORE, THE PLAN IS DEEMED NOT TO I iP MINIMUM LOT SIZE: 20,000 S.F. 5,000 S.F. © 2005 The 8SC Group, Inc. Q REQUIRE APPROVAL UNDER THE SUBDIVISION CONTROL LAW. FND MAXIMUM BUILDING HEIGHT: 40' OR 3 STORIES 42' OR 3 STORIES C SCALE: 1 of = 40' EXISTING TOTAL LOT AREA: 118,867t S.F. (2.73t AC.) 18,985t S.F. (0.44f AC.) q 5 10 20 METERS 0 DATE:------- CLERK: ----------------- � � S 89'36�40 W L O I �-� — NITROGEN SENSITIVE o 20 40 80 FEET 75.16 IP R ZONE: NOT A ZONE 11 FND FEMA FLOOD PROJ. MGR.: C. FIELD Z a MAIN STREET (VARIABLE WIDTH) ZONE DISTRICT: "C"OVERLAY DISTRICT: AP ZONE FIELD: D. GAZZOLO / J. McCARTIN CALC./DESIGN: K. HEALY Z BITUMINOUS PAVEMENT — DRAWN: P. HAGIST SEWER ACCOUNT NO. 3643 a CHECK: C. FIELD Sotj � FIRE DISTRICT: HYANNIS FILE: 8648ANR1.DWG Co STRCET DWG. NO: 5511-08 Co JOB. N0: 4-8648.00 SHEET 1 OF 1 a n' t i C 1 1. 1 LOCUS to.AP SCALE . ZONING DISTRICT g ; o � I a 4 t e ,t f a rr t "GrY A. rein C. -ra C Bd. Perry 4 'QS / `f ! i nd.) 1 1 `qe Je° ! y i S.E3d. C. T'orGs 2 (Eno.) d. R 260. ! ! pK f ry Ge r t rude L. - - i 0 C?d. S 'i°n ,r G 2r ti! W I o o;`�, 22 ' ; , r ✓- end) i 1 - ° t' r ;et��0 B- scoff a V ( [J d CIO 0 f ` 3d. to o .d. 4 25at E e --_ g9. ...B d. ;o ¢;:--- .. �. Stoke r t., r � ne (Set) 9 ,9.33 ` < l' To3. 17 O a 60 N, 6Y (f n •. lfnd.hroken) f BrIcK cc - \ r ) ---- I C'�o r C tog Dock ` o ©� / CV � _ use Ice 9 _. & L C Uj D.HC�ic', _ L - L - t"Y) a - Iron i e j PP C.BInd d., a h (fnd.) cv N o --, � - Cr o 71t - - 22C t4 1 �' -- 4!5. �- Iron rod Detail - — (Set) i-- U Iron rod 1,,� '�`' - M.H.Bd. . t (Sel) ��� ';t- p'� � �dJ ` - l f90i tote Loyc u a I P c:� i"; thu,4 {his pion has been prepared i�i ccniur i pit J with i ho rulo!! and r u!at ions of the Regis'ers of Deeds of the Common- weaiih of Ma�sachuseii:s. F istered' L_tII,,d Surveyor TOWN OF BARNS ABLE PLAN �� i. AN D PLANNING BO�',RD HYANNISFIRN F A B C. MASS. APPROVAL UNDER THE SUBDIVISION ,ONTROL LAW NOT REQUIRED. _ - V,1 DATE /.� - ��� H. P. HC ;:� D INC . DRA`,�'N BY R.SJ. , I /� //�� -7 c DATE . .t t A',I' 21 . 3 ( V n. e.ER7 — NECKEC BY R.PB , . P - - -- Sr 4, E , ; t, ), . a u : Y c