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Home My WebLink About0780 CRAIGVILLE BEACH ROAD �... - r �0�0 �%ems 4 1 R a� xk. ,t �-�� / �Ya ,o. �:.�}. ,�Y a �: �; a 0 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map as(o Parcel PY6 O® P Application# c2607O a76/ Health Division Conservation Division S0—Q 3 Permit# Tax Collector Date Issued ,V` Treasurer Application Fee _ i � Planning Dept.t. Permit Fee 7S. ®o Date Definitive Plan Approved by Planning Board 4? Historic-OKH Preservation/Hyannis Project Street Address �WBACraigville Beach Road Village Centerville Owner Orbis properties Address 1 State Street, 14th Floor, Boston, BA Telephone Permit Request Complete demolition & disposal of existing building Square feet: 1 st floor:existing 1000 proposed 2nd floor:existing 750 proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation �d0 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 ID No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑exis ng ❑new size. Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: :TK a_. Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ ' Commercial ❑Yes ❑No If yes, site plan review# �1 Current Use Proposed Use coGI I— BUILDER INFORMATION :.Name John Scanlan Telephone Number 508-540-6226 Address 15 Research Road License# CS O40692 East Falmouth, MA 02536 Home Improvement Contractor# Worker's Compensation# WC1-111-258096-036 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO Bourne Landfill SIGNATURE /1 1 DATE Z a FOR OFFICIAL USE ONLY E.- PERMIT N.O. DATE ISSUED 1 MAP/PARCEL NO.` ' ADDRESS VILLAGE OWNER 4 DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING s DATE CLOSED OUT ASSOCIATION PLAN NO. r I he Commonwealth of massacnuserrs Department of Industrial Accidents W Office of Investigations 600 Washington Street 'Boston, MA 02111 _ www.mass.gov/dia Workers' CoMpensation Ihsurance Affidavit: Builders/Contractors/Electricians/Pluiiibers Applicant Information Please Print Les�ibiv Name (Business/Organization/Individual): J.K. Scanlan Company,. Inc. Address: 15 Research Road, City/State/Zip: E. Falmouth, MA 02536 Phone:#: 508-540-6226 Are you an employer? Check the appropriate boa: -Type of project(requited):. aP 1.❑ I am em toY er with 4• .� I am a general contractor and I • 6. Now construction . employees (full and/or part-time).* have hired the sub-contractors 2. I am a'sole proprietor or partner- listed on the•aitached sheet. 7• ❑Remodeling ship and have no employees These sub-contractors have 8• ®Demolition workin for me in an capacity. employees and have workers' g Y aP tY• •�. 9.-[]Building addition [No workers' comp.insurance comp.insurance.t, or additions V� required.] 5• e area corporation and its 3.❑ I am a homeowner doing.all work officers have exercised their 11•❑Plumbing repairs or additions ' myself. o workers' co right of exemption per MGL y [N comp. 12•Q Roof-repairs § O insurance required.]t c. 152, 1(4),, and we have no ' employees. [No workers' 13:❑Other. comp.insurance required.] *P.ny applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. #Contractors that check this box must attached an additional sheet sbowing the name of the sub-contractors and state whether or not those entities have employees: If the sub-contractors have employees,they must provide their workers'comp.polidynumber. lam an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site information Insurance Company Name: Liberty Mutual ' Policy#or Seli ins. Lie.#: WCI-11.1-258096=036 Expiration Date; 8/31/07 Job Site Address: 780.Craigvi,lle Beach Road City/State/Zip: Centerville, MA 02632 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 lip to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDLR and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Ou ce of Investigations of the DIA for insurance coverage verification. I do hereby certify u er the ns and penalties of perjury that the information provided above is true and.correct,' Si afore: 1 Vk a V�_� ' Date: May 1, .2007 Greg human, `Project Manager Phone#: 508-540-6226 F.'L.Board only.. Do not write in this area, tb be completed by city or town officiaL n: Permit/License# hority(circle one): Health 2.Building Department 3. City/Torvn Clerk 4.Electrical Lspector 5.Plumbing Inspector rson: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as "...every person in the service of another under any contract of 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 =eaciv�nr trustee!Dian individual.partnership, association or other legal entity, employing employees. However the owner of a dwelling-house having not more than three apartments and who resides therein;or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling-house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." NML chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal.of a license or permit to'operate a business or to construct buildings in the commonwealth for any applicant-who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,.§25C(7)states`Neither the commonwealth nor any of its political subdivisions shall enter into any contract for;the performance of public work until-acceptable evidence of cflmpliauce with the in.�ance requirements of this chapter have been presented*to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s), address(es)and phone numbers) along with their certificate(s) of insurance. Limited Liability Companies'(LLC)of Limited Liability Partnerships(LLP)with no employees other.than the ' members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Bp advised that ibis affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit.or.license is being requested,not the Department of Industrial Accidents,- Should you have any questions regarding the law-or'-if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate-line. City or Town Officials Please.be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the be for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy,information(if necessary)and under"Job Site Address"the applicant should write"all-locations*in (city-or town)."A copy'of the affidavit that has been officially stamped or marked by the city or town maybe provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves-etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions.�— please do not hesitate to give us a call. The Department's address,telephone:.and fax number: e Commonwealth of Massaehusetts Deputment o£I.dustrlal A=i'dmts Office of In-vestigations ' �iEl(k�ashi��t� Street Boston, MA€.2111 TeL 4 617-727-490.0 ext 4.06 or 1-M-MASSAFE Revised 11-22 06 Fax 4 617-727-7749° l This certificate is executed by Liberty Mutual Insurance Group as respects such insurance as is afforded by those companies. BM0068 Certificate of Insurance This certificate is issued as a matter of information only and confers no rights upon you the certificate holder. This certificate is not an insurance policy and does not amend,extend,or alter the coverage afforded b the policies listed below. This is to certify that(Name and address of Insured) J.K.Scanlan Company,Inc. 15 Research Road Iaberty East Falmouth,MA 0253611440 ��[utuiu. is,at the issue date of this certificate,insured by the Company under the policy(ies)listed below. The insurance afforded by the listed policy(ies)is subject to all their terms,exclusions and conditions and is not altered by any requirement,term or condition of any contract or other document with respect to which this certificate maybe issued. Expiration Type Eff./Exp.Date(s) Policy Number(s) Limits of Liability Continuous* 08/31/2006/08/31/2007 WCi-1 1 1-258096-036 Coverage afforded under WC law of Employers Liability Extended the following states: Bodily Injury By Accident X Policy Term CA,MA,NH,OK,VA $1,000,000 Each Accident Bodily Injury By Disease $1,000,000 Policy Limit Workers Compensation Bodily Injury By Disease $1,000,000 Each Person 08/31/2006/08/31/2007 YY2-1 1 1-258096-0 1 6 General Aggregate-Other than Prod/Completed Operations General Liability $2,000,000* Products/Completed Operations Aggregate Claims Made $2,000,000* X Occurrence Bodily Injury and Property Damage Liability Per $1,000,000 Occurrence Retro Date Personal and Advertising Injury Per Person/ $1,000,000 Organization Other Liability Other Liability Med.Pay$10,000 Fire Legal$300,000 08/31/2006/08/31/2007 AS2-1.1 1-2 5 8096-066 Each Accident-Single Limit-B.1.and P.D.Combined Automobile Liability $1,000,000 Each Person X Owned X Non-Owned Each Accident or Occurrence X Hired Each Accident or Occurrence C *Per project and per location combined aggregate limit of$2,000,000 with cap of$10,000,000. O Employee liability limits for CA are:1,000,000/1,000,000/1,000,000.--Job Number:0616Project Name:Residences at Trade Winds-780 Craigville Beach Road, M Centerville,MA 02632Additional Insured:Trade Winds Residences,LLC. M E N T S *If the certificate expiration date is continuous or extended term,you will be notified if coverage is terminated or reduced before the certificate expiration date. However,you will not be notified annually of the continuation of coverage. Special Notice-Ohio:Any person who,with intent to defraud or knowing that he/she is facilitating a fraud against an insurer,submits an application of files a claim containing a false or deceptive statement is guilty of insurance fiaud. Important information to Florida policyholders and certificate holders:in the event you have any questions or need information about this certificate for any reason,please contact your local sales producer, whose name and telephone number appears in the lower left comer of this certificate. The appropriate local sales office mailing address may also be obtained by calling this number. Notice of cancellation: (not applicable unless a number of days is entered below).Before the stated expiration date the company will not cancel or reduce the insurance afforded under the above policies until at least 30 days notice of such cancellation has been mailed to: Office: WESTON,MA-SOUTH Phone: 781-891-8900 Certificate Holder: CLA•••R��,•EHHAALL�'ARAN James Walsh Authorized Representative Trade Winds Residences, LLC One State Street, 14th Floor Boston, MA 02109 Date Issued: 03/21/2007 Prepared By: KS �■►®/02/2007/WED 12: 28 PM C-0-MM WATER DEPT. FAX No, P, 001/001 ■ONE ■ ME' Centerville-Osterville-Marstons Mills Water Department P.O.BOX 369- 1138 MAIN STREET O S A 26 ...._. ..... . �.� ' STERVIL;T.E;NTA S''C73USETTS'0 55. � ."��-� Sr. T r °�FFICE OF u WATER m ]7 OAR.D OF WATER COMMISSIONERS y r� WATER SUPERINTBNI)P—NT � DEPT, `v TBL No.508-428-669I 9Srt)Ns FAX No.508-428-3508 VIA.FAX April 19,2007 Town of Barnstable Building Department 367 Main Street Hyannis,Ma 02601 Re: 760A CRAICVILLE BEACH RD.- CENT. Dear Mr. Perry: Please find this letter as notice of termination of the water service to the above residence. The owner plans to rebuild and service will be restored at the appropriate time. Should you have any question please call. Since ly, Craig . Crocker Superintendent CAC/jeg Cc: Scanlon Construction mybrie.fcasebldgdeptdemo i ■�°■® APR-18-2007 WED 02:54 PH KEYSPAN ENERGY FAX N0, 508 394 5019 P. 01 ee■ ' MEMO FIlkaC)y f,7i'1AfY 127 `a hills 1'£11h :oulh YiIY) otilh, MA 0266.1 April 18, 2007 Greg lI1111-an 1 .AX: 508-S40-9222 K.1'11: 760A Cnaigville Beacll Rd., Hyannis 'This is to coMirm that the natural gas line to the above address has been cut Land capped as requested. 'l'llis Nvi'lti t.uc on A.pl'tl 18, 2007. if you have any questibhs please call me at 508-760-7481. n �'�l,lt'• l�/IGM19111.11 F icllcl Coordinator Kcyspa a Delivery Company t , . f ■ ®:■M18721 NSTAR SUM SW3024 10:34:09 a.m. 05-02-2007 1 /1 ■:■M ■�■ ■■,AW NSTAR NSTAR Electric&Gas Company ® One NSTAR Way,Westwood,Massachusetts 02090-9230 ■ ■ EL EC TA/C GAS May 2, 2007 Trade Winds Inn Inc Trade Winds Residences, LLC James E. Walsh, Owner c/o John Stewart, Project Manager J. K. Scanlan Co VIA Fax 508-540-9222 RE: 780 Craigville Beach Rd, Barnstable Dear Mr. Walsh: At NSTAR, we're committed to delivering great service. This letter serves as confirmation that, as of May 1, 2007, the electric service to 780 Craigville Beach Rd. AKA 760A & 760B Craigville Beach Rd., Barnstable, was removed on Work Order# 1583768. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (781) 441-3457. Sincerely, lGlea Moakley Customer Service Engineer CIC/XXX NewTemplale I� f 0■;e05/02/2007 12: 20 6172636874 PAGE 01/01 Town of Barnstable. ..:. Regulatory Services - li�Y7VeEA�1:�; Thomas R(3P31era.Df-tctor •Building.DiAsion. Tom ferry; RAA&a&COmtidssioner 20OMain RMA Ftyaa I4 MA,02601 v�*pv.towa.b arhscnble.rra;.�s Office:.. .SQ$'-86�=4038 Fax: 50.8-790-6230• Property Owner Must Complete and Sign 'his .S:ection. If Using ASuilder Owner of&e•subject property �.erebyautEiorFze ✓ �� .se�3c•Jo-� . . to aLn on.=y beh%H,. ia,all matters elative so,bvork authorized byt�tis lii�g pertnic applzcatiozx for: (Ad&ws of job) 7 S' tlue'of Owner -- Date Print T��• •. os:or�usstorr i .y BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number CS, 040692 BirtHdate 09FZ5&d953 ` Expired 09/0612Q08 Tr.no: 1428.0 Restrict df 00 -> JOHN K SCANLA(V; d -' 15 FERNWOOD RD\` NO FALMOUTH, MA 0256- Commissioner 100-35,000 cf enclosed space - (fvtGL C.112 S.601-) to•Masonry only ! I-1&2 Family Homes Failure to possess.a current edition Massachusetts State Bu:YYdun- . of the ode is cause for revocation of this license. l DIG SAFE CALL CENTER: (888)344-7233 f Client#:89155 CCCONSTRUCTION ACORDTM CERTIFICATE OF LIABILITY INSURANCE 04/09/07DIYYYY) PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Feitelberg Company LLC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 222 Milliken Blvd HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR PO Box 3220 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Fall River, MA 02722-3220 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: Acadia Insurance Companies - C.C.Construction, Inc.15 Diamond's Path INSURER B: Construction Industries Compensation South Dennis,MA 02660 INSURERC: INSURER D: 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. LTR NSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION .DATE MM/DD/YY DATE MM/DD/YV LIMITS A GENERAL LIABILITY CPA130124915 06/15/06 06/15/07 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY - PREMISES EO RENTED ante $25O OOO CLAIMS MADE OCCUR - MED EXP(Any one person) $§000 PERSONAL&ADV INJURY $1 GOO 000 ` GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2.000.000 POLICY X JECOT X LOC A AUTOMOBILE LIABILITY MAA130125015 06/15/06 06/15/07 COMBINED SINGLE LIMIT ANY AUTO _ (Ea accident) $1,000,000 X ALL OWNED AUTOS - BODILYINJURY X SCHEDULED AUTOS (Pererperson) $ X HIREDAUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) X Drive Other Car PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY ANY AUTO AUTO ONLY-EA ACCIDENT $ - OTHER THAN EA ACC $ AUTO ONLY: AGG $ A EXCESSIUMBRELLA LIABILITY - CUA011963312 06/15/06 06/15/07 EACH OCCURRENCE s7,000,000 X OCCUR CLAIMS MADE AGGREGATE $]OOO OOO DEDUCTIBLE RETENTION $ $ B WORKERS COMPENSATION AND WC0005737 01/01/07 01/01/08 X WC STA T OER EMPLOYERS'LIABILITY - TO Y LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE - E.L.EACH ACCIDENT $500,000 OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT. $500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS RE:Job#0616 The Residences at Trade Winds,780 Craigville Beach Road, Centerville, MA J.K.Scanlan Company, Inc.and Trade Winds Residences LLC are named as additional insured with respect to general liability,automobile liability (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION J.K.Scanlan Company,Inc. DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL I_ DAYS WRITTEN Falmouth Technology Park NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 15 Research Road - - IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR East Falmouth,MA 02536 REPRESENTATIVES. - AUTHORIZED REPRESENTATIVE ACORD 25(2001/08)1 of 3 #S113812/M104163 DP3 0 ACORD CORPORATION 1988 r vy .ram..+�'�C�ww '�*.a:.J..Ai:: �• - GS 5 JUL-18-2007 17: 11 BRIGGS ENG 7818717982 P.01 f r BRIGGS ENGINEERING & TESTING S A Division of PKAssociates, Inc. ' 1.00 Weymouth Street - Unit fit Rockland, MA 02370E3 R-10- Tel. (781)871-6040 Fax. 781 871-7982 `' ti r ; FACSIMILE 'COVER $14EET •} DATE: 0 TO: FROM: RECIPIENT FAX' D 7o-ai)q T TOTAL 4 OF PAGES INCLUDING COVER SHEET The information contained in this coversheet and transmitted togetherwith'this cover sheet is intended'only'for the person, Persons or entity named hereon, If you have received this documentation in error please contact our office immediately and returrn the original transmission to our office address by US Mail. We will compensate you for telephone and.or postage expenses. Thank you. in the event that this transmission is incomplete or illegible, please advise immediately f COMMENTS: r � JUL-18-2007 17: 13 BRIGGS ENG 7818717982 P.10 CONCRETE PLACEMENT INSPECTION BqR1 � Briggs Engineering&Testing PROJECT- TRADEWTNDS A Division of Pit Associates, Inc. PROJECT#: 23702 s INSPECTOR: Mario Augostino PAGE OF DATE: 07/02/07 R. TEMP: 1� 74° Y, 58° WIND: H L HUMID: H L lSunnv Concrete Source: Cape Cod Ready Mix General Contractor: All Square Concrete Storage Location: . Curing Box- Other: t'Buildin"�B-1 inspection completed.as perACl-301 and Contract Documents A checklist ofmajor items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size,quantity,grade, spacing and configuration is reported separately when perfonned. Preplacement: Weather X'. Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness_ X Grade preparation X _ Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-.172, Time Limits X 1-1/2 hrs.max. Temperature X 50-90F Slump — 4"Max Mixing ETA 70-300 Rev. Air content X 4-7% Density 3 pef Location: Building 8 Southend foundation and demising waslls adjaccent to buildon A. Remarks: Truck# 72 2nd load tic#43143had hi h air content of 5.7%. . concrete used Tor to a s pour of yards contained mid ran a water reducer, Load 1 h-52 highsump. The following is a list of al trucks sampled.All other trucks were verified to be in conformance with ASTM C94 and Project S pecificatioris. Any trucks not in compliance with standards may be tested and are noted herein. Method of placement: -Chute Pump X Other Total Cubic Yards Placed 44 Load An. Truck .No. of Mix Cone. Slump Air Air Conc. Cone, CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp, (in.) (%) Temp. Strength Strength Size Fabr. # added Weight OF OF Deliv. Re uired water c 1 1:17 68 11 80 70° 4.5 4.0 700 .4000 4000 3/4 4 1 0 N/A 100 Weymouth St.,Unit 13-1,Roekiand, Ma 02370 100 Pound Rd., Cumberland, R1 02864 Approved: Director of Field Operations: Sean Skorohod HP TOTAL P. 10 JUL-18-2007 17: 12 BRIGGS ENG 7818717982 P.09 i esot 6 CONCRETE PLACEMENT INSPECTION BR1QC35 Briggs Engineering&Testing PROJECT: TRA,DFW1NDS A Division of PK Associates,Inc. PROJECT#: 23702 INSPECTOR: Marco Agostino PAGE OF DATE; 06/28/07 ' CODE: TEMP: H 70F L WIND: H L iiUMID: lI L Isunny Concrete Source: Cape Cod Ready Mix General Contractor: JK Scanlan Story c Location: Curing Box: , Other: �13uildin Inspection completed as per ACI-301 and Contract Documents. A checklist of major'ite—ffrs is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparat PP ion X Steel supports Placement: X Concrete placed within limits ofASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172, Time Limits X 1-1/2 hrs.max. Temperature X 50-90F Slump { 4 Max Mixing NTH—70-300 Rev. Air content X 4-7% Density T +/-3 pcf Location: Building;C frost wall Remarks: *Load#1 had high slump: rhe-f6-flo—wing is a list of all treks sampled.All other trucks were verified to be in conformance with ASTM C94 and Project S ecifications. Any trucks not in compliance with standards m4y be tested and are noted herein. Method of placement: Chute Pump X Other Total Cubic Yards Placed 6.5 Load Am Truck No.of Mix Cone, Slump Air Air Colic. Cone. CA 11 Cyl. Set Gals, Unit No, Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight OF, OF Deliv. Required water c 1 8:00 71 5.5 74 70F 4,75" 5.3% 70F 4000 4000 3/4 4 1 0 100 Weymouth St.,Unit B-1, Rockland, Ma 02370 ❑100 Pound Rd., Cumberland, R! 02864 Approved: - Director of Field O orations: Sean S oroho xp f JUL-18-2007 17: 12 BRIGGS ENG 7818717982 P.08 CONCRETE PLACEMENT INSPECTION ILLS Briggs,Engineering&Tesl.inl PROJECT: TRADEWINDS BRICyrC35. A Division of PK Associates, Inc. PROJECT#: 23702 INSPECTOR: Marco Augostino PAGE Of DATE: 06/22/07 CODE: TEMP: H 720 L 591 WIND: H L X I HUMID: H L X I Sunray Concrete Source: Cape Cod Ready mix General Contractor: All Square Concrete Storage Location: Curie Box: Other: Inspection completed as per AC1-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade,spacing and configuration is reported separately when performed. Preplacement: Weather Clear Steel arrangement X Temp, 70's Steel clearance X Forms for general requirements. X, Steel cleanliness X Grade preparation X Steel supports X .Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172, Time Limits X )-1/2 hrs_max: Temperature X 50-90F Slump —�� 4"Max Mixing N/A 70-300 Rev. Air content X 4-7% Density N AA 3 pcf Location: Building C foundation walls and dernising walls. A.T.building Northeast corner sludge o ing tank stab. Remarks: Building oun ation walls with iers as S own In etas Drawing 55 was not 2oured today.This wall is to be poured on a later date. Superintendent on site .or J,K Scanlan is aware of all of tU a s concrete test resU ts.A concrete used for to ays pour o RO yards contained mid range water reducer, o 93 h had high s um . The following.is a list of all trucks sampled.All other trucks were verified to be in conformance with ASTM C94 and Project Specifications. Apy trucks not in compliance with standards may be tested and are noted herein. Method of placement: Chute Pump X Other Total Cubic Yards Placed 80 Load Arr, Truck No, of Mix Conc. Slump Air Air Cone. Conc: CA Cyl, Set Gals, Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp, Strength Strength Size Fabr. # added Weight OF OF Deliv. R.e uired water c 1 11:25 73 11 69 71° 3.0 6.0 71° 14000 4000 3/4 4 1 0 N/A 5 12:50 70 11 80 71° 5.25 4.3 1 720 4000 4000 3/4 4 1 2 0 N/A g�100 Weymouth St., Unit B-1, Rockland, Ma 02370 ❑100 Pound Rd., Cumberland,R.1. 02864 Approved: Director of Field Operations: Sean b oro o HP JUL-18-2007 17: 12 BRIGGS ENG 7818717982 P.07 a` IM CONCRETE PLACEMENT INSPECTION BRIGGS Briggs Engineering&Testing PROJECT: TRADEWINDS A Division of PK Associates, Inc. PROJECT#:. 23702 INSPECTOR: Ron Ginsburg PAGE OF DATE: 06/18/07 CODE: TEMP: H 79" L WIND: H X L HUMID: H L X I Sunn Concrete Source: Ca c Cod Ready Mix General Contractor, J.K_ Scanlan Storage Location: Curing Box: Other: Placement Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented, All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance Forms for general requirements. X Stec].cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. Time Limits X 1-1/2 hrs,max. Temperature 50.90F Slump X `4"Max Mixing N/A 70-300Rev, Air content X 5 -7% Density N7A— +/-3 pcf Location: Please see attached sketch for location. Remarks: . i The following is a list of all trucks sampled.All other trucks were verified to be in conformance with ASTM C94 and Project Specifications Any trucks not in comvlianee with standards may be tested and are noted herein. Method of placement: Chute X Pump _ Other Total Cubic Yards PIaced I 1 Load Arr. Truck No. of Mix' Conc. Slump Air Air Cone. Cone. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Tcmp. (in.) (%) Temp. Strength Strength ' Size Fabr. # added Weight OF OF Deliv, Re uired water be') 1 2:50 52 11 90_ 680 4.0 5.5 790 4000 4000 3/4 4 1 0 N/A l M 100 Weymouth St_,Unit B-1, Rockland, Ma 02370 ❑100 Pound Rd,,Cumberland,RT 02864 Approved: Director of Field Operations. Scan Skorohod 1-1P t JUL-18-2007 17: 12 BRIGGS ENG 7818717982 P.06 CONCRETE PLACEMENT 1NSPEcTION BRIGG� Briggs Engineering& Testing PROJECT- 'rRADE WIND RESM.I CRAIGVILLL•BEACH IG • `; A Division of PK Associates, Inc. PROJECT i#: 23702 w INSPECTOR. Brian Shields PAGE 1 OF 1 llA'I'h✓: 06/12/07 CODE: TEMP: H L WIND: H L )<IUMID: 1F1 L Concrete Source;: Cape Cod Ready Mix General Contractor: J:K.. Scanlan Storage Location: Curia Box: Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. Time Limits X 1-1/2 hrs.max. Temperature X - 50-90F . Slump X , 4" Max Mixing —70,300 Rev. Air content X 5 -7°1° Density N/A +/-"3 pcf Location: Building*C footing Remarks: Observed concrete placement, no complications The following is a list of all trucks sampled.All other trucks were verified to be in conformance with ASTM C94 and Project Specifications. Any trucks not in compliance with standards maybe tested and are noted herein. Method of placement: Chute X _. Pump Other Total Cubic Yards Placed 14 Load Arr. Truck No. of ' Mix Conc, Slump Air Air Conc, Cone, CA Cyl, Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight °F °F Dcliv, Required water c 1 1:50 72 7 85 750 4 6.1 700 4000 4000 3/4 4 1. 0 N/A t . 100 Weymouth St.,Unit 13-1,Rockland, Ma 02370 rl 100 Pound Rd., Cumberland,RI 02864 Approved: Director of Field Operations: Sean Skorohod AT _ I yyEWtAILDS • r-tyov 7--or_14RU59 nMb,( /0kk>4 QZOZ_Di4./A-75 G ArHt \_FK5::�44JZAic/ .74�� PM co 49 :.igT �, � � fig' of�,LJ_ v - - - < �. "n .y .:'ter 1 ! �I.o 12 L.t,o ! I 953 ! >oWrau� lad � I - .. � 10 i ALA N ( �px2.nx/=1 ear o ro� �r�r �� T'o.kl W ! -= co ry 3?o cn � , 4 m �auAlD77,!91jL✓ i ;_ =; zn o✓ 00 4ell �r sr � �zS 17 TIC. � ACJ�tlC a-or�fo 'U9�/0u T 02��2J7 �7Q,LJ of �/o �.oaQDit IAAF 01771 . �GTZ�iP-f��s /v/J�C✓�E�C./ 15 ,8 � =o' 4 14 -mar ALso f3-'�SZ,Z. { �,st,rsr�g ~ r _ -VOW, ��► : �21 1- I '. ri A A E to40AU_ E E 1 KEY Of CD "A . ;��o BLS rr�r JUL-18-2007 17:11 BRIGGS ENG 7818717982 P.03 A " CONCRETE PLACEMENT INSPECTION B LaI Briggs Engineering & Testing PROJECT: Trade Winds Resort A Division of PK Associates, Inc. PROJECT#: 23702 INSPECTOR: Mark Liebert PAGE 1 OF 5 DATE: 6/8/07 CODE: C26 TEMP.: H `70f L ° 67f WIND.: L X H HUMID.: H L .X ISUNNY X CLOUDY Concrete Source: Cape Cod Ready Mix General Contractor: S.K. Scanlan Storage Location: Curing Box: No Other: Stored in shaded area adjacent to placement Inspection completed as per ACI-301 and Contract Documents. A checklist of major.items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement. Weather ,/ Steel arrangement Temp. V Steel clearance Forms for general requirements. V Steel cleanliness V Grade preparation V Steel supports Placement: Concrete placed within limits of ASTM C-94 and Contract Documents.' Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-.172. ASTM C-94 Limits ASTM C-94 Limits Time Limits 1-1/2 hrs. max. Temperature _V 50-90T F Slump * 4" max. Mixing n/a 70-300 Rev. Air content *"" 5 - 7 % Density n/a t 3 p.c.f. . Location: Foundation walls for building "B", north half 40' from southern end ( no column lines). See attached sketches for walls placed. Remarks: *Concrete mixture contained mid-range water reducer. I was informed by Dave with J.K. Scanlan that Peter Zoni of Cape Cod Ready Mix would control the addition of water. **The third load delivered yielded results in excess of that allowed by the project specifications. The truck was empty by the time the results were obtained. I notified Dave with J.K. Scanlan as well as C.C.R.M. dispatch. I was informed by C.C.R,M, that a reduction in the air entrainment would be made on the next load (No. 5). Tests were conducted on this load to insure adequate adjustment of air entrainment. A cursory reinforcing inspection was performed as I was informed that the structural engineer had already been out to inspect the reinforcing. The following is a list of all trucks sampled. All other trucks were verified to be in conformance with ASTM C94 and Project specifications. Any trucks not in compliance with standards may be,tested, and are noted herein. Method of placement: Chute Pump_�_Other�r Total Cubic Yards Placed 60 ^ Load Arr. Truck No. of Mix Cont. Slump Air Air Cone. Conc. C.A. Cyl. Set Gals. Unit No, Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight min, `F TF Deliv. Required in. water cf 3 3:15 68 11 73_ 70 6 9.0 70 4000 4000 3/4 4 1 10 N/A 5 1 4:35 56 11 1 60 70 1 3.25 5.5 1 67 4000 4000 1 3/4 4 1 2 0 1 N/A rlX 100 Weymouth$t., Unit 1'34,Rockland,Ma 02370 100 Pound Rd.,(,:umberland,Rt1 02864 Approved: Director of Field Operations: Sean Skorohod ML JUL-18-2007 17: 11 BRIGGS ENG 7818717982 P.02 CONCRETE PLACEMENT INSPECTION ZU1 Briogs-Engineering &Testing PROJECT: TRADE WINDS RESIDENCES A Division of PK Associates, Inc. PRO.IECT9: 23702 ZS INSPECTORc Alexis Cleofas PAGE 1 OF 1 DATE: 5/30/07 CODE; C-26 TEMP; H 87F L 58F IWIND. H L X HUMID; H L X SUNNY Concrete Source: Cape Cod Ready Mix General Contractor: JK Scanlan Storage Location: Curing Box: No Other: at old bldg. west side adi- to new const. Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance N/A Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM_C_94 Limits ASTM C-94 Limits: Time Limits X 1-1/2 hrs. max. Temperature . X 5 - F Slump X 4" max: Mixing --?VA 70-300 Rev. Air content X 5 - 7 % Density 'IT=± 3 p.c.f. Location: Entire footings of Building B placement at 40'off FR building face(west side)towards end face. Remarks: A reinforcingsteel�inspection was pe_r_f_orined for the above location. All reinforcing steel inspected conformed with the appropriate drawtng— sDrrawingsR and J3-91,2. Note: All test results and findings contained within this report are limited to the areas,items and materials.indicated The following is a list of all.trucks sampled.All other trucks were verified to be in conformance with.ASTM C94 and Project Specifications. An y trucks not in compliance with standards may be tested and are noted herein. Method of placement: Chute X Pump Other Total Cubic Yards Placed 40 Load Arr. Truck No, of Mix Cone. Slump Air Air Cone- Cone. CA Cyl. Set Gals, Unit No. Time No, Yds, Duration Temp. (in..) ((/o) Temp. Strength Strength Size: Fabr. # added Weight Deliv. Required water c 1 2:10 71. 11 74 75F 4" 7.0% 80F 4000 4000 3/4 4 1. 0 2g100 Weymouth St.,Unit B-1, Rockland,Ma 02370 100 Pound Rd., Cumberland, RI 02864 Approved: Director of Field Operations: Senn Skorohod M _ • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 'Parcel 140 -00/ , j-1'�G Application# Health Division o260;70c3'I Ty Conservation Division .SE 3 LW 007 101i OS Permit# Tax Collector Date Issued Treasurer Application Fee �' k AD +� Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 780 Craigville Beach Road Village Centerville Owner Orbis Properties Address 1 State St., 14th Floor, Boston, MA Telephone Permit Request A new construction 4 unit condo building with garages (Building B) aa )n i�4S Square feet: 1 st floor:existing proposed 4,000 2nd floor:existing proposed 4,000 Total new 8,000 Zoning District RB Flood Plain Groundwater Overlay Project Valuation;�'1,495 996- Construction Type Lot Size 43,560 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) 4 31Kt Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Hi > ay: ❑y s ,No Basement Type: ❑Full ❑Crawl ❑Walkout Other 6-'Garage Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new 2 per unit Half:existing new Pe: unit Number of Bedrooms: existing new 2/unit Total Room Count(not including baths):existing new 6/unit First Floor Room Count 4/unit Heat Type and Fuel ®Gas ❑Oil ❑Electric ❑Other Central Air: X)Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing W new size 365SF Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use } BUILDER INFORMATION Name John Scanlan ; Telephone Number 508-540-6226 4 Address 15 Research Road License# CS O40692 East Falmouth, MA 02536 Home Improvement Contractor# Worker's Compensation# WCI-111-258096-036 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO Bourne Landfill SIGNATURE DATE '/(J? f . FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED r C, MAP/PARCEL NO., 4: ADDRESS VILLAGE OWNER ' DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING s DATE CLOSED OUT ASSOCIATION PLAN NO. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION flap ( Parcels Application# r -`'�1 Health Division Conservation Division ( )C- S(� " 91 h, pyq Mr"I )0, 03 Permit# Tax Collector Date Issued Treasurer Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board dam. Historic-OKH Preservation/Hyannis -i5 f? Project Street Address 780 Craigville Beach Road Z-9. Village Centerville Owner Orbis Properties Address 1 State St., 14th Floor, Boston, MA Telephone ` Permit Request A new construction 4 unit condo building with garages (Building B) (�l�e-e'_ !)Yl S Square feet: 1st floor:existing _ proposed 4,000 2nd floor:existing proposed 4,000 Total new 8,000 Zoning District RB -' Flood Plain Groundwater Overlay Project Valuation �1g5��gqlo t Construction Type r tA `.Lot Size 439560 Grandfathered: ❑Yes' '❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) 4 ,,Age of Existing Structure Historic House: ❑Yes ❑No On.Old King's Highway: ❑Yes ❑No A I > Basement Type: ❑Full ❑Crawl ❑Walkout Other BGarage Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new 2 per unit Half:existing new 1 per unit ;• - i Number of Bedrooms: existing new 2/unit Total Room Count(not including baths):existing new 6/unit First Floor Room Count 4/unit Heat Type and Fuel: M Gas ❑Oil ❑Electric ❑Other Central Air: ®Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ,❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:L existing ❑new size a� Attached garage:❑existing ®new size 365SF Shed:❑existing ❑new size _,0.,'Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name John Scanlan Telephone Number 508-540-6226 tR , S O40692Address 15 Research . License East Falmouth, MA 02536 j Home Improvement Contractor# , Worker's Compensation# WCI-111-258096-036 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Bourne Landfill SIGNATURE A'�f �f 7',.,�P, _ Y�c�� DATE _ 4 1 -7 /J�7 FOR OFFICIAL USE ONLY ' PERMIT 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. I s certificate is executed by Liberty Mutual Insurance Group as respects such insurance as is afforded by those companies. BM0068 Certificate of Insurance This certificate is issued as a matter of information only and confers no rights upon you the certificate holder. This certificate is not an insurance policy and does not amend,extend,or alter the coverage afforded by the policies listed below. This is to certify that(Name and address of Insured) J.K.Scanlan Company,Inc. �� 15 Research Road " 10�East Falmouth,MA 02536-4440 utu;UTM is,at the issue date of this certificate,insured by the Company under the policy(ies)listed below. The insurance afforded by the listed policy(ies)is subject to all their terms,exclusions and conditions and is not altered by any requirement,term or condition of any contract or other document with respect to which this certificate may be issued. Expiration Type Eff./Exp.Date(s) Policy Number(s) Limits of Liability Continuous* 08/31/2006/08/31/2007 WC1-1 1 1-2 5 8096-036 Coverage afforded under WC law of Employers Liability Extended the following states: Bodily Injury By Accident X Policy Term CA,MA,NH,OK,VA $1,000,000 Each Accident Bodily Injury By Disease $1,000,000 Policy Limit Workers Compensation Bodily Injury By Disease $1,000,000 Each Person 08/31/2006/08/31/2007 YY2-111-258096-016 General Aggregate-Other than Prod/Completed Operations General Liability $2,000,000* Products/Completed Operations Aggregate HClaims Made - $2,000,000* x Occurrence Bodily Injury and Property Damage Liability Per $1,000,000 Occurrence Retro Date Personal and Advertising Injury Per Person/ $1,000,000 Organization Other Liability Other Liability Med.Pay$10,000 Fire Legal$300,000 08/31/2006/08/31/2007 AS2-111-258096-066 Each Accident-Single Limit-,B.1.and P.D.Combined Automobile Liability $1,000,000 Each Person , X Owned X Non-Owned Each Accident or Occurrence X Hired Each Accident or Occurrence C *Per project and per location combined aggregate limit of$2,000,000 with cap of$10,000,000. O Employee liability limits for CA are:1,000,000/1,000,000/1,000,000.--Job Number:0616Project Name:Residences at Trade Winds-780 Craigville Beach Road, M Centerville,MA 02632Additional Insured:Trade Winds Residences,LLC. M E N T S *If the certificate expiration date is continuous or extended tens,you will be notified if coverage is terminated or reduced before the certificate expiration date. However,you will not be notified annually of the continuation of coverage. Special Notice-Ohio:Any person who,with intent to defraud or knowing that he/she is facilitating a fraud against an insurer,submits an application or files a claim containing a false or deceptive statement is guilty of insurance fraud: Important information to Florida policyholders and certificate holders:in the event you have any questions or need information about this certificate for any reason,please contact your local sales producer, whose name and telephone number appears in the lower left comer of this certificate. The appropriate local sales office mailing address may also be obtained by calling this number. Notice of cancellation: (not applicable unless a number.of days is entered below). Before the stated expiration date the company will not cancel or reduce the insurance afforded under the above. policies until at least 30 days notice of such cancellation has been mailed to: Office: WESTON,MA-SOUTH Phone: 781-891-8900 Certificate Holder: CLARE HALLAHAN James Walsh Authorized Re resentative Trade Winds Residences, LLC One State Street, 14th Floor Boston, MA 02109 Date Issued: 03/21/2007 Prepared By: KS Y . � • � ✓3L� C!)�J'I77/rILO�l7.Gf1P2GL�2 b��(/GG.bJCLGl'Lfl6�..6 . BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR _ Number:.-CS, 040692 Butte ate 05 06E]953 Expires 09/0612008 Tr.no: 1428.0 Restricted QQ s JOHN K SCANLA[V 15 FERNWOOD RD NO FALMOUTH; Commissioner ' r 00=4000 cf enclosed space (M:GL C.112 S.60L) I 1A Masonry only 1 G-1&2 Family Homes , Failure to possess a current edition of the Massachusetts State Building Code " is cause for re rocaltion: of this license. ' V s DIG SAFE CALL CENTER: '(888)344-7233 b .. • e f .. ■ ■ �SEON PARTNERSLC �■: 617 507 5543', 04/23/07 10:22P`- P.001 ■ ■ Town of Barnstable c rnstable Regulatory Scz N7ces •IIAR ;Us;. ) Tbornas F. C :lcr;llircctor Building I?i r vision Tom Perry, Fuilcling Cu11'1:169cimik-z ' zi:G i�Fr-ir S,coct, i-iv:.7r :;,r-:A - �r.,•waar�•u.b;u'nstal:le.:na.us . C)..l.; ;5 . T 51H-790-62:.0 Prop c rty 0xvne r Mus t Cotiaplctc and Sign This Section: , If Usir_c, NBuilder hcrcbyauthorize WE ;i: , 'C' LC) 6l')rc. �Ll � -'ly RCli1:i.0�.Yt1..C,: •l'; (Address of-job). — --- - — ' ,1 c��G� y �� = f JOASTAL NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 Provincetown 508-487-9600 Hyannis 508-778-9600 M Fax 508-255-6700 FIELD INSPECTION REPORT #22 � I To: Barnstable Building Department Project: Trade Winds Residences Job No: C16684.01 Location: 780 Craigville-Leach.Road Date/Time:' a Sept.'13, 2007 at i:00 PM Barnstable,MA Weather: Warm, Sunny,•65°Ff Present at Site: Jon Downing, Coastal Engineering Co., Inc. (CEC) Richard Scanlan, J.K. Scanlan Co.,Inc. (JKS) David Robbins(JKS) A field inspection was made at the request of J.K. Scanlan to verify form geometry and rebar placement for the retaining wall between'Bu ding"A `and Biiildmg"B.,`along with the forming and rebar locations of the footings for the deckson B:u.ilding>-`B"-and:Buildmg"C"and rebar placemerit•f oft hey crawlspace waf'1`under Unit 1 in accordance withfEC drawings C observed`that*the rebar and forming was placed as noted below:•. a. I is P t CE , 1. The rebar in the retaining wall between Building"A"and Building`B"was reinspected(see field inspection Report 21); the following was observed:` a. Rebar on the low grade side, in the section of wall running parallel to the two buildings,was noticed to be touching the outside of the form. Richard Scanlan was informed that the rebar should be corrected to have 2"clear cover before placing concrete. Rebar at this location was corrected before leaving the site. b. Rebar in the remaining area of the retaining wall appeared to have the correct spacing,1size, and..geomgtry. c. Two rows of rebar were observed to be located approximately 2"from high grade and 2"from ow grade. d. All vertical bars appeared to.be#5.at 12"O.C. e. All horizontal bars appeared to be#5 bars at 12"O.C. f. All corner bars appeared to have a minimum of 2'-0"on each side of the bend. ' g. All horizontal bars appeared to be epoxied into the previously placed foundation waVf!for Building h. All bars appeared to have a minimum of 46bar diameter lap length. P 7 2.' The rebar and forming was observed at deck location on Building"B"and Building"C"an. the following-was rioted' a. It was observed that"Squarefoot"footings were substituted for the specified"Bigfoot" ootings. This change Vas approved prior-to,visiting the Ysite: Y. _. • t ,.. : <� ;r .> ..f ::,: T` •-- 'ST n..:.!- r•. ! I r �� -.. 1 " :.e �� • b. It was rioted ahat'4-#S vertical-bars=were observed m all` Squarefoot /sonotube forrn's. c Vertical bars appeared to have a minimum of40 bar diameter lap with vertical dowel's "A ■Providing solutions for the benefit of our clients and community �rade Winds Residences Page 2 of 2 September 13,2007 Field Inspection Report#22 d. Dowels appeared to be hooked at the ends, which appeared to be the required 10". e. #3 ties were observed at approximately 10" O.C. f. A small tool with a wooden handle was at the bottom of the form closest to the street on Building"C". CEC informed JKS that it was still acceptable to pour footing. g. Two forms had dirt piled in the center of the rebar. JKS was informed that the dirt under the footing must . be level. This was corrected before leaving the site. h. JKS was informed by CEC that there was some concern with the compaction of the soil under some of the footings. JKS informed CEC that Briggs had been on-site and tested the areas in question. JKS was informed that it was acceptable to place concrete if the areas had been tested and meet contract document criteria, and that CEC must be provided with the reports stating such. 3. The crawl space wall under Unit 1 in Building"A"was observed for rebar placement and the following was noted: a. Rebar in the short wall,was all in place and appeared to be of the correct spacing, size, and geometry. b. Rebar for the tall wall (this wall was removed due to means and methods issues)was about 50 percent complete. JKS informed CEC that they were waiting to receive the remaining rebar. c. All rebar that was in place appeared to be of the correct size, spacing, and geometry. d. All bars appeared to be#5, with spacing of 12"O.C. vertical and 16"O.C. horizontal. e. JKS requested to take pictures of finished rebar and forms and submit them to CEC so they may pour concrete on 9/14/07. CEC informed Richard Scanlan that this is acceptable with the following conditions: • Pictures must be taken to show remaining rebar in place. • Pictures must clearly show location of wall. • Width of the wall and rebar location in the wall must be clearly marked. • All pictures must be submitted before placing concrete. • JKS must obtain confirmation from CEC that the pictures are acceptable before placing concrete. Submitted by: �Yi�Cfcs�scsi;Pyl�/� Jon Downing,EIT : Date Project Engineer JMD/dlb cc: J.K. Scanlan Co., Inc. Keenan&Kenny Architects James Walsh John Stewart David A. Morand,P.E., SECB (CEC) ' f D:D0006600116684116684.011InspectionsTield Inspection Report.22.doc MOEN tNASTAL GINEERING MPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 Provincetown 508-487-9600 Hyannis 508-778-9600 Fax 508-255-6700 FIELD INSPECTION REPORT #21 To: Barnstable Building Department Project: Trade Winds Residences Job No: C16684.01 Location: 780 Craigville Beach Road Date/Time: September 10, M07 at 9:30AM Barnstable,MA Weather: Warm, Overcast, 66°F± Present at Site: N Chad B. Hill, Coastal Engineering Co., Inc. (CEC) o ` CI Richard Scanlan,J.K. Scanlan Co., Inc. (JKS) ,Afield inspection was madKa—t'lVe request of Richard Scanlan(JKS)to verify form geometry and rebar for the retaining wall at building( -!)Also,building"A"footings at the southwest side are to be inspected as-well. 1. It was observed that the forms and rebar placed for the retaining wall sections at building"A-B"were non- conforming with CEC plans. • All continuous horizontal rebar appeared to be#5 bars spaced 12"O.C. as specified. • All vertical rebar appeared to be#5 bars spaced 16"O.C. and is non-conforming to CEC plans, as 12" O.C. bars are specified. • 2"Dia. PVC weeps appeared to be installed for drainage as specified. • All rebar doweled into existing concrete walls appeared to be set using the specified epoxy. • All hooked footing dowels appeared to be 12"O.C. and lap with the vertical rebar spaced at 16"O.C. This is non_conforming with CEC plans. • Only one row of rebar exists within the wall form and CEC specifies two. This is non-conforming with CEC plans. • The one row of rebar that exists within the wall is placed approximately 4"to 6"from the inside of the wall form(high side). CEC specifies 2"clear. This is non-conforming with CEC plans. • It appears that the rebar is doweled 12" O.C. into building"A"and`B"and consistent with a 24" lap at all corner bars. Horizontal rebar runs straight into building"A"and is lapped 20"with existing building"B"dowels. All non-conforming items were noted to J.K. Scanlan so that revisions could be made. 2. It was observed that the footings for building"A"(southwest side)were in accordance with CEC plans. • All footing form and rebar geometry appeared to be sized and placed in accordance with CEC plans. • Footing dowels appeared to be#5 bars spaced at 16" O.C. with the specified hook size as on CEC plan. ■Providing solutions for the benefit of our clients and community■ Trade Winds Residences Page 2 of 2 September 10,2007 w 1;2:— Field Inspection Report#21 • Transverse rebar in footing appeared to be#4 bars equally spaced as specified. • Longitudinal rebar appeared to be 344 bars, 3"clear as specified. • All forms appeared to be placed on the existing sand based soil,which appeared to be compacted. •. All footings appeared to be 12" thick and 2'-6"wide as specified. • The stepped footing at the existing wall of building"A"appears to maintain a 2:1 ratio and is in accordance with CEC plan. • All rebar doweled into existing concrete footings appeared to be set using the specified epoxy. • All rebar at column locations appeared to be in accordance with CEC plans. Submitted by: ol Chad B. Hill. Date Structural Engineering Technician CBH/dlb cc: J.K. Scanlan Co., Inc. Keenan&Kenny Architects James Walsh John Stewart David A. Morand, P.E., SECB (CEC) D:IDOCIC16600U6684I16684.011InspectionsTield Inspection Report 21.doc. OASTAL NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte.6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 Pmvincetown 508-487-9600 Hyannis 508-778-9600 Fax 508-255-6700 FIELD INSPECTION REPORT #19 . To: Barnstable Building Department Project:, Trade Winds Residences Job No: C16684.01 Location.; 780 Craigville Beach Road Date/Time: September 4, 2007, at 10-30.AM Barnstable,MA Weather: Warm, Sunny, 70°Ff Present at Site: Chad B. Hill, Coastal Engineering Co., Inc. (CEC) David A. Morand, Coastal Engineering Co., Inc. (CEC) Richard Scanlan, J. K. Scanlan Co., Inc. (JKS) A field inspection was made at the request of Richard Scanlan (JKS)to verify form geometry and rebar for the retaining walls at buildings(D-C) and(B-C). Also, slab preparation for building"D"was inspected. In addition, the existing steel beam at the northeast section of building"A"was looked at and will be analyzed for load capacity. 1. It was observed that the forms and rebar placed for retaining wall sections were in accordance with CEC plans with the exception of a few rebar locations not placed 2" clear from the inside of the wall form. • All continuous horizontal rebar appeared to be#5 bars spaced 12"O.C. as specified. • All vertical rebar appeared to be#5 bars spaced 12"O.C. as specified. . • 2"Dia. PVC weeps appeared to be installed for drainage as specified. • All rebar doweled into existing concrete walls appeared to be set using the specified epoxy. • Rebar located in wall section "C"on SK-I measured 4 1/2"clear from inside of wall form, not 2" clear as specified on.CEC plan. • Rebar located in wall section"B"at angle only on SK-1 measured 7" clear from inside of wall form, not 2"clear as specified on CEC plan. • All form geometry appeared to be sized and placed properly as specified. • It was also observed that a hole was dug under the footing of buiding"D"for a drain pipe to pass through. CEC advised J.K. Scanlan to fill in with concrete when work has been completed. 2. Slab preparation at Building".D"was observed and was in accordance with CEC plans. • Transverse bars in strip footings appeared to be#4 bars at 12" o.c., as specified. • Continuous longitudinal bars in strip footings appeared to be 4-#4 bars equally spaced as.specified. • Specified WWM appeared to be set with appropriate chairs and in accordance with CEC plans. -Providingsolutions or the benefit o our clients and community F f f .� h' LT ade Winds Residences Page 2 of 2 September 4,2007 Field Inspection Report#19 3. The existing steel beam at the northeast, I"floor of building"A"was inspected by CEC. • The existing S8 steel beam is bearing 4-5"on the existing concrete foundation wall. • It appears to have some rust and oxidation with an approximate 4"dia. hole cut out for pre-existing plumbing or drainage. It is recommended by CEC to weld a steel plate covering the cut hole. It is also recommended to weld anew C8 x 13.75 A36 steel channel onto the existing steel beam flange to add reinforcement. Submitted by: Chad B. Hill Date Structural Engineering Technician CBH/dlb cc: J.K. Scanlan Co., Inc. Keenan&Kenny Architects James Walsh John Stewart David A. Morand,P.E., SECB (CEC) D:•DOCICI6600116684116684.011InspectionsIField Inspection Report 19.doc i OASTAL NGINEERING OMPANY, INC.. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEnginceringCompany.com Orleans 508-255-6511 Provincetown 508-487-9600 Hyannis 508-778-9600 Fax 508-255-6700 FIELD INSPECTION REPORT #18 To: Barnstable Building Department Project: Trade Winds Residences Job No: C16684.01 Location: 780 Craigville Beach Road Date/Time: August 30,2007,at 7:00 AM Barristabie, MA Weather: Warm, Sunny, 70°F± Hol Present at Site: Chad B. Hill,Coastal Engineering Co.,Inc. CEC ( David Robbins,J. K. Scanlan Co., Inc. (JKS) A field inspection was made at the request of David Rob S)to verify form geometry and rebar for the retaining wall footings at buildings(D-C),(B-C)and(A-B). . Q 1. It was observed that the forms and rebar placed for a r�retaining wall footings were in accordance with CEC plans. • Footing.dowels appeared to be#6 bars spaced at 6" O.C. (12"O.C. at A-B)with the specified hook size and direction as on CEC plan: • Transverse rebar in footing appeared to be#4 bars spaced at 8"O.C. (10" O.C. at A-B)as specified. • Longitudinal rebar appeared to be#4 bars spaced at 12"O.C. (16"O.C. at A-B)as specified. • All forms appeared to be placed on the existing sand based soil,which appeared to be compacted with the exception of a few areas where men have stepped while tying rebar together. • . All footing forms appeared to be 12"thick as specified. All footing form dimensions and geometry appeared to be in accordance with CEC plan. . • All rebar doweled into existing concrete footings appeared to be set using the specified epoxy. • The stepped footing between buildings A-B measured out at a 5:3 ratio and is determined to be acceptable by. CEC. Submitted by: t- � I Chad B. Hill Date . Structural Engineering Technician CBH/dlb .. I cc: J.K.;Scanlan.Co., Inc: Keenan&Kenny.Architects James Walsh John Stewart David A. Morand,P.E., SECB (CEC) D.•IDOCIC16600116684116684.0IIInspectionsIField Inspection Report 18.doc. -Providing solutions for the benefit of,our clients and community■ M OASTAL NGINEERING OMPANY, INC. 20018 MA Y 2 7 PM 12: 04 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 Provincetown 508-487-9600 Hyaii`ni 5�8- 3 ._.v„_„ ax 508-255-6700 STRUCTURAL FIELD REPORT #46 To: Barnstable Building Department Project: Trade Winds Residences Job No: C16684.01 Location: 780 Craigville Beach Road Date/Time: Wednesday,May 14,2008,at 9:00 AM (� Barnstable,MA Weather: Warm, Sunny,55°Ff Present at Site: Jim Hudson-J.K. Scanlan Co.,Inc. (JKS) Jon Downing-Coastal Engineering Co.,Inc. (CEC) A field inspection was made per request of J.K. Scanlan to inspect the final punchlist items and to perform a final walkthrough for Buildings"A' "B';and"C' the following was observed: Building"A" Unit l • . .The floor framing appeared to be framed in accordance with CEC plans and the approved shop drawings with the following exception.The LPI-20 I joists,which frame into the LVL beam at the front of the building,used Simpson HU412 hangers instead of the specified Simpson HU312 hangers.The Simpson HU412 hangers are too wide for the I-joists and need to be removed and replaced with Simpson HU312 hangers. • The Simpson LS90 angles were placed at the sill to the rim board,and the rim board to the wall above. Unit 2 • A set of stairs was being built to the deck at the front side of the building. It was observed that no footings were placed under the main support posts for the landing. CEC recommended to Jim that footings be placed to prevent settling of the stairs.Jim informed CEC that it is his intent to place footings to support the stair landing. Unit 3 • It was observed that 2 Simpson SDS screws were present where the valley meets the ridge. These valley beams needed to have the supports located in the wall below to extend up to the underside of the valley beam. It could not be observed if this was completed due to the drywall already being placed.As noted in Inspection Report 44 these areas were to be left open. Scanlan shall submit a written document on company letterhead and submit to CEC to indicate this work has been completed. • It was observed that the ridge beam had no mechanical fastening to the support element. Connection shall be made with either Simpson L or.Tbrackets,or Simpson A35 angles. • The rafters that frame,into..the ridge beam did not have any hangers. Provide proper hangers as specified on sheet A- S4..1 or Simpson.A35.,angles Unit 4 • `.It was observed that 2 Simpson SDS screws were present where the valley meets the ridge. These valley beams needed to have the supports located in the wall below to extend up to the underside to the valley beam. It could not be ■Providing solutions for the benefit of our clients and community■ I Trade Winds Residences Page 2 of 2 observed if this was completed due to the drywall already being placed.As noted in Inspection Report 44 these area were to be left open. Scanlan shall submit a written document on company letterhead and submit to CEC to indicate this work has been completed. • The rafters that frame into the ridge beam did not have any hangers.Provide proper hangers as specified on sheet A- S4.1 or Simpson A35 angles. • It was observed that the ridge beam had no mechanical fastening to the support element.Connection shall be made with either Simpson L or T brackets,or Simpson A35 angles • The mechanical fasteners at the first floor porch could not be observed due to finishes. Scanlan shall submit a written document on company letterhead to CEC,which indicates this work has been completed. Unit 5 • It was observed that the existing steel beam,which is shown on CEC plans scheduled to be cut to a cantilever on each side,had one side of the flange cut above the stairs to the basement.It appears that the flange may have been torch cut. Unit 6 • It was observed that the existing steel beam,which is shown on CEC plans scheduled to be cut to a cantilever on each side,had one side of the flange cut above the stairs to the basement. It appears that the flange may have been torch cut. General • CEC noted that the steel columns in the basement had concrete placed around the base.It appears that a bond breaker was used at the base of these columns. • The LVL beam in the fire room bears on top of the steel column and is attached to the steel column with 2 lag screws and 2 hex head screws(refer to picture).Remove the hex head screws and replace with the appropriate size lag screw. Building"B" • A final walk through of Building`B"revealed no issues that need to be resolved. Building"C" • The plywood gussets for the roof trusses in Units 13-15 were observed.The gussets were 29"x20"with 3 rows of nails approximately 4"o.c. • A final walk through of Building"C"revealed no issues that need to be resolved. Building"D" • It was noted that the CMU walls already placed had steel wire from the top of the wall extending to the steel angles and foundations on either side.. Submitted by: Jon Downing,E.I.T. JMD/dlb cc: J.K. Scanlan Co.,Inc. Keenan&Kenny Architects James Walsh John Stewart D:IDOCIC16600U6684U668401 UnspectionslField Inspection Report 46draft.doc mgn5 w 1 g. 40 v '4 h M� to CAWn se _` *� a{ �"'� • • •-• �3z Aa 4'� �?hNys�n�r��,r, �+ $ � t�.�J ��k�$t +' a"'r �I 1��,'j°3:�a�-r�i-3.s �. _ .. ..ur � .�_. �, � C •,4a�.� �,>f/'3��'�,{,��* �u x g ��*a�" F r 3t�'�try'%4��"t�' 5, Y ' '� : 54 wx ` ✓ 3 is s: Y Spy5j F,_ ,M wrx 4. I .._ ... ....... n ,;� ,• i�� v 3'yr�bJ z�}r�t�,mi}F.��st a��5��"' ��'�� x� ...�,:.+'� . I joist at front of building in Unit 1. Note that hanger is too LVL beam resting on concrete in beam pocket. wide. No pad was provided. f { p e I YF One side of the bottom flange was removed from the steel beam. 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':f' knt� ��'., 1�:i{i ��t off,, :'s'x„+ t xin y's,Yi ,..'' a�.kgsrp ' 2sdJ'eAf SA o � t k '^" �` y:,,x n �k ��$� t,{dirr,{��a��k�'�•'a 'I, � �°�,fi�� - �� ,3 �� $ �'�'' 'C`•t €"�,' �`F".ft �$t Gj y � C i��y� 4 Yr i 5i t ;J �� `* r u- '`"� � y,��.� �� CAN''' Otis i-.ryi i��.� r�,$�� 1f�,�.e� � � + •'t � �r,+fi",�.1;^,!.�. riilrr4 Ito u 3 q a r u� P > kreytr asswa � Wi it, OASTAL NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 Provincetown 508-487-9600 Hyannis 508-778-9600 Fax 508-255-6700 November 28,2007 Project No. C16684.01 Town of Barnstable Building Division 200 Main Street Hyannis,MA 02601 Advance Copy Via Fax: 508-790-6230 Re: Trade Winds Residences Building`B" Structural Wood Framing Approval 780 Craigville Beach Road,Barnstable,MA Dear Barnstable Building Department: 3 01 As a follow up to our November 14,2007,Building`B"Structural Wood Framing Punchlist field inspection report, Coastal Engineering Company,Inc. (CEC)has revisited the site on Thursday,November 15,2007 to review the completion of noted deficiencies found previously,as indicated within the attached report. The purpose of this follow up inspection was to verify that the outstanding wood framing deficiencies have been resolved so that the contractor may obtain the Building Department's release of building framing for application of insulation and interior finishes. Based upon our November 15ffi follow up field visit,we hereby approve the wood framing corrective actions,overall wood framing construction,and connections for Building`B: at the Tradewinds Condominium complex in Barnstable,MA.Please be advised that this approval is only for the Building`B"framing and is not intended as the substitute for the final controlled construction affidavit,which will be submitted at the end of the project once all requirements have been satisfied. Very truly yours, COASTAL ENGINEERING CO., INC. :; U7 l � David A.Morand,P.E., SECB r= Structural Division Manager tv r CD r" sn DAM/dlb Enclosure cc: Jim Walsh John Stewart D:IDOCI C16600116684 U 6684011 CorrespondencelLetterBldg,6ept_I12807.doc ■Providing solutions for the Benefit of our clients and community■ r • r OA-S AL- , NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),-Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 ■ Provincetown 508-487-9600 Hyannis 508-778-9600 ■ Fax 508-255-6700 FIELD INSPECTION REPORT #1 To: Barnstable Building Department` Protect: Trade Winds Residences Job No: C16684.01 Location: 780 Craigville Beach Road Date/Time: May 30,2007 at 12:30 PM Barnstable,MA, Weather: Warm,Sunny, 70°Ft i Present at Site: Jon Downing,Coastal Engineering Co.,Inc.(CEC) Mike Breen,J.K. Scanlan Co.,Inc.(JKS) Alex Cleofas;Briggs A field inspection was made upon the request of JKS yto venfy.placement of footing rebar m the north half of Bu•B i�ldin�g� ^ in accordance vi*th CEC drawings CEC observed the followir g .. ti, sit . ti..}- , �l4r., •t, :it ,.�. . k, { 'tr ' -�- a ,. 1. Footings observed appeared to have spacing and size of the rebar in accordance with CEC drawings}With the exception of stepped footing bars ' 2. Stepped footing locations were moved from CEC specified approximate locations Upon talking to Mike Breen CEC learned that the'stepped footing was moved to.allow the footing of the nearby retauurig-wall to be'as low in elevation as possible.CEC determined that the new locatioii'•of the stepped'footing was acceptable: 3. In reviewing the rebar,CEC noted that there was some rebar placed into the ground which does not comply with ACI. CEC informed Mike Breen about this and this was similarly—commented to Mike.by Alex Cleofas of Briggs.The rebar that was noticed at the time that was placed into the ground was removed.Upon final check before leaving the site, CEC noticed another rebar placed into the ground.Mike Breen was'infortned of this and told CEC to make a note of it; rebar was still in the ground When CEC left the site. 4. CEC also noticed that there:was some rebar in the northwestfooting that was touching the side of the form. CEC informed Mike Breen of this and that the rebars needed to have 2 inch clear cover from the side ofithe form.Tine same - response was indicated as above`The rebar was still touching the side of the form when CEC`left the site. The following was noted at stepped footing locations: • Bent bars for the stepped footings that were shop bent was for a'1 foot step footing.The step;that were-forme-on site were 2 foot stepped footings.:The ground started to slope approximately 3 feet before�hb step,fog wed by�.� , approximately a l-1/2 foot step(see attached sketch).On the stepped footing on the far noYi-bast corog of building"B",the rebar had a clear cover of approximately 1"from the top of the form.U �l informing Mike Breen of this,the rebar was`lowered'to approximately 3"clear cover to the'ground surface. e reba�`o_n thetlower side of the same footing had approximately;l"clear from the top of the step footing form U on bringg this to ` Mike Breen's attention and uiformmg fain that 3"clean cover was'requ�red from the botto ` of footing CECwas �,:::. .;...; f. . p . c.,_, :r r ,y , 4 g t tlf¢y ha¢on site 4 informed that Scanlan redesigned the steps in the field Mike also stated that the used the ars the and tied to field bend some bars.Mike then`inforrried-CEC that it was too late to char a 1. rebar.` ' • The,stepped,footing in the north of building."B",where a haunch slab was designed and changed to a strip footing ', per request of JKS(CEC approved request before forming);the stepped footing ground geometry appearedao be ■Providing solutions for the benefit of our clients and community■ F eld Irapection Report #1 Page 2. Trade Wind§Residences fairly accurate,though the bars were field bent and bends did not conform to ACI or CRSI standards for bar bends. The bars on the upper side of the step had approximately 3"clear cover to the ground,the bars on the low side of the step footing had approximately 3"clear cover to the ground,though bar bends were approximately 90 degrees. • The step in the footing just south to the previous footing location,which was also designed as a haunch footing and changed to a strip footing(CEC approve d th� a request before forming),had the following issues: ➢ The step was a 2 foot stepped footing and the bars were bent for 1 foot step footing. The ground slope was greater then the 1 to 2 ratio specified by CEC and_as_required by ACI. 5. Upon reviewing-the-step-footings CCEC`informed-Mike Breen that the rebar was not as specified and that the rebar should be fixed before pouring the concrete-Mike Breenen proceeded to start pouring the concrete after being informed of this. Submitted by: 6I*Vlo17 'Ton Downing E.I.T. Date Project Engineer JMD/sms cc: Jim Walsh John Stewart Andrew Baker(JKS) David Morand,P.E.,SECB(CEC) D:IDOCICI6600116684116684,01 Unspections Wield Inspection Report 1.doc GASTAL ` NGINEERING ib . OMPANY, INC. 1 wvv—v.CuasLaiEnL neerliiLC:on—,par,y.Coi71 2tiU Cranberry Hiaghway(Rte.6A),Orleans,iviA 02653 � n i o �J:5--�V✓5i ro, ..ce i 1 - P . tC•, 5 n 08-487_o6n0. Nvann;c -QM-778.9600 in Fax 508-255-6700 vucans J:OV-L FIELD INSPECTION REPORT #2 To: Barnstable Building Department ' Project: Trade Winds Residences Job No: C16684.01 Location: 780 Craigville Beach Road. Date/Time: June 5,2007 Barnstable,MA Weather: Warm, Sunny,60°Ff Present at Site: Jon Downing,Coastal Engineering Co.,Inc.(CEC) David Robins,J.K:Scanlan Co.,Inc. (JKS) Mike Breen(JKS) A field inspection was made upon the request of David Robins(JKS)to verify placement of rebar in accordance with CEC drawing in the north half of Building"B"walls. CEC observed that the rebar was placed as noted below: 1. CEC observed that the geometry and thickness of the wall appeared to be in accordance with CEC drawings. 2. Horizontal bars in wall were placed at 16" OC in the center of the wall. CEC specified#5 bars at 12"OC in the center of the wall.Upon informing David Robins of this,the shop drawings were checked and showed the horizontal bar spacing to agree with CEC 3. Vertical dowels in wall were placed at 16"OC and were#5 bars in the center of the wall as specified by CEC. Lap length of vertical dowels was hard to view so no determination was made on acceptability. 4. Corner bars in the walls appeared to be placed correctly on approximately 50%of the corner laps. Some corner laps were correct on both sides,but a majority had at least one side where the minimum lap length was not met. In a few cases, lap' lengths were not met on either side of the corner bars. 5. In all but the west wall(rear wall),the 2 #5 bars top and bottom were not observed to be present. 6. Dowels in Section C of CEC drawings B-S5 in the frost wall to the adjacent slabs were rot present. - 7.' CEC observed that the diagonal bars over the location,of the previously poured step footing were placed as.specified by GEC's sketch issued to JKS on 6/5/07 at 10:00 a.m. 8. David Robins informed CEC that the wall fonns will be stripped and the rebar redone in its entirety,to meet CEC specifications and to be re-inspected by CEC before concrete pouring. 9. The continuous shear key at the top of the footing was not continuous.Upon discussion With David Morand(CEC), it was learned that David Robins informed David Morand the shear key was not originally placed and had to be saw cut. Submitted by: Jon Downing.E.i.T. Date Project Engineer JD/sins cc: J.K. Scanlan Co.,Inc. David A.Morand,P.E.,SECB(CEC) . .Providing solutions for the benefit of 0ur clients and co ill ill unity OASTAL NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte.6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 . '■ Provincetown 508-487-9600 Hyannis 508-778-9600 Fax 508-255-6700 FIELD INSPECTION REPORT #3 To: Barnstable Building Department 'Project: Trade Winds Residences Job No: C16684.01 Location: 780 Craigville Beach Road Date/Time: June 8,2007 at 10:30 AM Barnstable,MA Weather: Warm,Sunny,60°Ff Present at Site: Jon Downing,Coastal Engineering Co.,Inc.(CEC) Matt Rozin,CEC David Robbins,J.K. Scanlan Co.,Inc. (JKS) Mike Breen,JKS . r A field inspection was made upon the request of David Robbins(JKS)to verify placement of rebar in accordance with CEC drawings in the north half of Building"B"walls.CEC observed that the rebar was placed as noted below: 1. The low frost wall at the garage area appeared to have the correct bar spacing and size.It was also observed that the dowels for the apron slab and garage slab were tied to the wall rebar and that the hooks were parallel with the wall.These dowels are to 4be bent perpendicular to the wall after the forms are stripped.CEC discussed this with David Robbins,before visiting the site,and approved this method. 2. All the other walls on the north half of building"B"were observed to have horizontal rebar at approximately 12"O.C. in the wall and appeared to be#5 bars as specified by CEC.CEC noted that there were no double top bars,instead a single top bar in the middle,of the wall.This was discussed prior to.visiting the site,and CEC approved the change to ease construction. 3. Vertical bars were observed to be approximately 16"O.C.and appeared to be#5 bars as specified by CEC.It was also noted that the dowel lap from the footing dowel into the wall was approximately 2-1/2 ft.—3 ft. lap as specified by CEC. 4. Corner bars appeared.to have in required lap length and appeared td.be#5 bars has specified: 5. CEC discussed with David Robbins that testing of the concrete needs to be done for all pours.JKS mentioned that Briggs was going to be there for the pour to do the testing. Submitted by: Jon Downing E.I.T. Date Project Engineer JD/sms cc: J.K. Scanlan Co.,Inc. Jim Walsh John Stewart David A.Morand,P.E., SECB(CEC) ■Providing solutions for the benefit of our clients and community e I OASTAL' NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte.6A),Orleans,MA 02653 www.CoastaiEngineeringCompany.cum Orleans 5 �Q_2c �;11 P :nce. 5 j_o 0 u.,a,�is Sng:^78_06 (1' Fax �08-255-670 Orleans 0 5 - ro:. o:n 08-48 60 � _., 0 � a 0 FIELD INSPECTION REPORT #4 To: Barnstable Building Department Project: Trade Winds Residences Job No: C16684.01 Location: 780 CraigviIle Beach Road. Date/Time: June 12, 2007 12:30pm Barnstable,MA Weather: Warm,sprinkling,60°F± Present at Site: -Jon Downing, Coastal Engineering Co.,Inc. (CEC) Chad Hill(CEC) David Robins,J.K. Scanlan Co., Inc,(JKS) ' Mike Breen(JKS) A field inspection was made upon the request of David Robins(JKS)to verify placement of rebar in accordance with CEC drawing in the west half of Building"C"footing.'CEC observed that the rebar was placed as noted below: 1. CEC observed that the geometry,width, and depth of the footing appeared to be in accordance with CEC drawings. 2. Vertical dowels in wall were placed,at approximately 16"OC and were#5 bars in the center of the footing as specified by CEC.Height of the dowels appeared to be approximately 28"above the top of the footing. It was also observed that the transverse bars were placed at 16"OC and were#4 bars. CEC called for.these bars to be placed at 18"OC. Since the spacing was closer than specified,the spacing is acceptable..The continuous longitudinal bars were evenly spaced across the width of the footing and were 4-#4 bars,3"clear from the bottom of the footing, as specified by CEC. Lap lengths for these bars were at least the specified 40-bar diameter called for by CEC. 3. Corner bars in the footing appeared to be placed correctly. One corner bar lap length was insufficient,and this was remedied before CEC left the site. 4. David Robins discussed with CEC-that they were on top of compaction and concrete testing with Briggs. It was discussed, per phone conversation with David Morand(CEC),that certification for compaction under footings was to be provided to CEC for review and,if CEC does not receive certification,then foundation in areas where no certification can be verified may be ripped out. e Submitted by: Jon Do-,ding E.I.T. - JR to Project Engineer CC J.K. Scanlan Co.,Inc. David A.Morand,P.E., SECB(CEC) Providing solutions for the benefit of our clients and coninninity f OASTAL� NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte.6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 ■ Provincetown 508-487-9600 ■ Hyannis 508-778-9600 ■ Fax 508-255-6700 FIELD INSPECTION REPORT #5 To: Barnstable Building Department Project: Trade Winds Residences Job No: C16684.01 Location: 780 Craigville Beach Road Date/Time: June 14;2007 1:15pm Barnstable,MA , Weather; Warm,Overcast,60°Ff Present at Site: Jon Downing,Coastal Engineering Co.,Inc.(CEC) Chad Hill(CEC) ' David.Robbins,J.K. Scanlan Co.,Inc.(JKS) Mike Breen(JKS) A field inspection was made upon the request of David Robins(JKS)to verify placement of rebar in accordance with CEC drawing in the east and west half of Building"C"footing and wall.Also,rebar placed in the rear frost wall of the garage section at Building"B" L was inspected. CEC observed that the rebar was placed as noted below: 1. CEC observed that the geometry,width,and depth of the footing at the east of Building"C"appeared to be in accordance with CEC drawings. 2' Vertical dowels in wall were placed at approximately 16"OC and appeared to be#5 bars in the center of the footing as specified by CEC.Height of the dowels appeared to be approximately 28"above the top of the footing. It was also observed that the transverse bars were placed at 16"OC and appeared to be#4 bars.CEC called for these bars to be placed at 18"OC. Since the spacing was closer than specified,the spacing is acceptable.The continuous longitudinal bars were evenly spaced across the width of the footing and appeared to be 4-#4 bars,3"clear from the bottom of the footing,as specified by CEC.Lap lengths for the longitudinal bars appeared to be at least the specified 40-bar diameter that is called for by CEC. It appeared that#6 bars where used at all specified column locations and placed approximately at 8"OC in accordance with CEC drawings. 3. CEC noticed that the stepped footings where incorrect with regard to the slope of rebar. The observed slope appeared to be approximately 1:1,according to design specification the slope for the stepped footing should be 2:1. CEC requested for JKS to use pour stops in these areas and refrain from placing concrete until the rebar slope is remedied. 4. Rebar in the frost wall at the garage location of Building"B"was noted to have 2#5 bars tied to vertical bars placed atop the poured footing: The bars were loosely.placed'and could easily be moved`by hand. These bars should be tied in place and secured. CEC observed vertical dowels at approximately 16"OC and a horizontal bar at.12"OC. Since David Robbins was not on site . during the inspection of the frost wall at Building"B"he was informed of the deficiencies via phone conversation at 9:30am on 6/15/07. 5. CEC noted that the formed keyways in all poured footings appear to be inconsistent and left with loose concrete and rough edges. Also it was observed that other material including rebar cut-offs where left atop footings. Formed key ways should be free from all foreign debree prior to continuing with additional pours. 6.. CEC observed JKS placing concrete for the footing in Building"C"before leaving the site. Submitted by: Chad Hill Date CBH/sms cc: J.K. Scanlan Co.,Inc. David A.Morand,P.E.,SECB(CEC) John Stewart Jim Walsh Providing solutions for the benefit of our clients and community OASTAL NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte.. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 Provincetown 508-487-9600 Hyannis 508-778-9600 ■ Fax 508-255-6700 FIELD INSPECTION REPORT #6 To: Barnstable Building Department Project: Trade Winds Residences Job No: C16684.01 Location: 780 Craigville Beach Road Date/Time: ' June 18,2007 1:00 PM Barnstable,MA Weather: Warm,Sunny,70°Ff Present at Site: Jon Downing,Coastal Engineering Co.,Inc.(CEC) Dick Scanlan,J.K. Scanlan Co.,Inc.(JKS) David Robbins,JKS. A field inspection was made upon the request of David Robbins(JKS)to verify that placement of rebar in the stepped footings of building"C"and the rear frost wall at the gauge entrance of building"B"are in accordance with CEC drawings.CEC observed that the rebar was placed as noted below: l 1. It was observed that the stepped footings that had the incorrect slope and rebar bends in building_"C"were poured(see field, ti inspection report#5).Per later discussion with David Morand(CEC),it was learned-that placement of those footings were approved. 2. The rebar placement and the geometry of the rear frost wall at building"B"appeared to comply with CEC drawings. 3. The stepped footing at the south side of building"C"appeared to be in accordance with CEC contract drawings.The following exception was noted.CEC calls for the footing reinforcement at the bottom of the top stepped footing to extend 30"bar diameters beyond the beginning of the slope for the bottom of the'footing.It was noted that these were bent and tied to the sloped bars for the stepped footing.JKS was informed that this was acceptable,but it should be corrected for the balance of the stepped footings. 4. The stepped footing at the north side of building"C"appeared to be in accordance with CEC drawings. 5. David Robbins asked CEC about a detail for the retaining wall between building"C"and"D".CEC informed JKS that they will have to check into that matter back at the office since that would be an additional service that the owner needs to authorize. Submitted by: Jon Downing E.I.T. Date Project Engineer JD/sms cc: J.K. Scanlan Co.,Inc. James Walsh - John Stewart David A.Morand,P.E.,SECB(CEC) ■Providing solutions for the benefit of our clients and community■ OASTAL NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 Provincetown 568-487-9600 Hyannis 508-778-9600 Fax 508-255-6700 •1 FIELD INSPECTION REPORT #2 To: Barnstable Building Department . Project: Trade Winds Residences Job No: C16684.01 Location: 780 Craigville Beach Road Date/Time: June 5,2007 Barnstable,MA Weather: Warm, Sunny, 60°Ff J� Present at Site: Jon Downing,Coastal Engineering Co.,Inc. (CEC) David Robins,J.K. Scanlan Co.,Inc.(JKS) Mike Breen(JKS) A field,inspection was'made upon the request of David Robins(JKS)to verify placement of rebar in accordance with CEC drawing in the north half of Bum ild gT'.13-walls.CEC observed that the rebar was placed as noted below: 1: CEC observed_that the geometry and thickness of the wall appeared to be in accordance'with CEC drawings. 2..:;Horizontal bafs.in wall':wer'e placed at 16"OC in the center of the wall. CEC'specified#5 bars at 12"OC in the center of the wall.Upon informing David Robins of this,the shop drawings were checked and showed the horizontal bar spacing to agree with CEC. 3: _ Vertical dowels in wall were placed at 16"OC and were#5 bars in the center of the wall as specified by CEC. Lap length of vertical dowels was hard to view so no determination was made on acceptability. 4. Corner bars in the walls appeared to be placed correctly,on approximately 50%of the corner laps. Some comer laps were correct on both sides,but a majority had at least one side where the minimum lap length was not met. Ina few cases,lap lengths were not met on either side of the corner bars. 5. In all but the west wall(rear wall),the 2-#5 bars top and bottom were not observed to be present. 6. Dowels in'Section C of CEC drawings B-S5 in the frost wall to the adjacent slabs were not present. _ 7. CEC observed that the diagonal bars over the location of the.previously poured-step footing were placed as specified by CEC's sketch issued to JKS on'6/5/07 at 10:00 a.m. 8. David Robins informed CEC that the wall forms will be stripped and the rebar redone in its e 1 tirety toDgeet CEC specifications and to be re-inspected by CEC before concrete pouring. 9.. The continuous shear key at the top of the footing.was not continuous.Upon discussion with David wand CEC),ait was learned that David Robins informed David Morand the shear key was not originally,p lace Q7#d'had tome sa hut Submitted by: (.. . C"! .. j ` ? , Jonrn Downmg E I T Date W Project Engineer JDIsms .: cc. J.K. Scanlan Co.,Inc. David A.Morand,P.E., SECB(CEC) ■Providing solutions for the benefit of our clients and community■ OASTAL NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 Provincetown 508-487-9600 ■ - Hyannis 508-778-9600 Fax 508-255-6700 BUILDING "B" FRAMING PUNCH LIST—REPORT #31 To: Barnstable Building Department Project: Trade Winds Residences Job No: C16684.01 Location: 780 Craigville Beach Road Date/Time: November 14,2007, at 9:00am Barnstable,MA Weather: Partly Cloudy, 55°Ff Present at Site: Chad B.Hill,Coastal Engineering Co.,Inc. (CEC) David Morand,P.E. Coastal Engineering Co.,I.nc. (CEC) r Dave Robbins,J.K. Scanlan Co.,Inc.(JKS) ' 4 Steve, Shawn Lee Construction A field inspection was made at the request of Dave Robbins(JKS)to verify all framing conditions for`Buil� din—' B". • It was observed that there were inadequacies with the gable bracing at each end of Building"B"..The mid-height gable brace is applied to the sheathing and gaps are present.Also,the gable brace is not nested in the 2x6 shoe.The bottom 2x4 truss chord braces are split and have no resolve at the gable end.These braces are piggybacked approximately 2"and show only 1-2 nails at connections.The nailing penetration overall is poor,with a.few missed connections. It was,also observed that there was no continuous horizontal bracing of the truss webs which should be resolved for continuity. • Missing posts under LVL's-Provide double 2x4 wall studs at these locations with mid-height bridging(typical). • All post to beams at stairs require"T"or"L"Series Simpson Strong Ties(typical). • Continuity in floor joist bridging is required to be placed. • Exterior 4x6 post connectors are required(Simpson A23 Z-Max),used with stainless steel fasteners). • Hurricane ties are required at roof framing layovers. • Uplift straps were missing along some of the second floor sill areas along the east elevation. • Two suspect shear connectors which attach the wall sills were removed to verify their penetration.Penetration was found to be adequate at these areas. Submitted by: Chad B.Hill Structural Engineering Technician CBH/dlb cc: J.K. Scanlan Co.,Inc. 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SS I 1 11 ;N C16684.01 11/14/07 CBH/dlb 13 J 11/28/2007 14:19 FAX 508 255 6700 COASTAL ENGINEERING 001 OASTAL ti NGYNEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653' www.CoastalEnginccringCCompany.com Orleans 508-255-6511 Provincetown 508-487-9600 Hyannis 509-778-9600 Fax 508-255-6700 November 28,2007 Project No.C16684.01 Town of Barnstable Building Division 200 Main Street Hyannis,MA 02601 Advance Copy Via Fax: SOS-790-6230 Re; Trade Winds Residences Building_;B"Structural Wood Framing Approval 780 Craigville Beacb:Road,Barnstable,MA .bear Barnstable Building Department: As a follow up to our November 14,2007,Building"B".Structural Wood Framing Punchlist field inspection report, Coastal Engineering Company, Inc.(CEC)has revisited the site on Thursday,November 15, 2007 to review the completion of noted deficiencies found previously,as indicated withvn the attached report. The purpose of this follow up inspection was to verify that the outstanding wood framing deficiencies have been resolved so that the contractor may obtain the Building Department's release of building framing for application of insulation and interior finishes. Based upon our November 15d'follow up field visit,we hereby approve the wood framing corrective actions,overall wood framing construction,and connections for Building"B: at the Tradewinds Condominium complex in Barnstable,MA.Please be advised that this approval is only for the Building"B"framing and is not intended as the substitute for the final controlled construction affidavit, which will be submitted at the end of the projeci once all reqtiirements have been satisfied_ Very truly yours, COASTAL ENGINEERING CO., 1NC. David A.Morand,P.E.,SECB Structural Division Manager DAM/dlb Enclosure cc: Jim Walsh John Stewart D.•IDOOC'16600116684116684011Coa•racpondenceU ettcrBlelgDept_1'13.$07.doe ■,Providing solutions for the benefit-of our clients and community 0 11 Ell NOV, 28. 2007 4: 36PM JK SCANLAN COMPANY INC N0, 318 P. 1 w , `, JKS Transmittal Cover Sheet SCANLAN -�Company, Inc. Detailed The Residences at Trade Winds-JKS Job#0616 project# 0616 J.K.Scanlan Company,Inc. 780 Craigville Beach Road Tel: 508-790-0336 Fax: .508-790-0329 Centerville,MA 02632 D. 00 Reference Number:- I. ! 9�i:f"(ftl fT'dr �`�r5 TT.,-nF''�' tttv �r, , �.-+�-�..,y.,.. ..r`;�::1P;4.�+'rq, w ry..U r tiM.{ 1 I<il� i {! 1� (� Y+ .1 f �%+"_Tft �`h C q gYirr�'�"l�� ;Y+`P:--�,"--.r....-�,.r n rrw•.;r,�,M.,K.�, ii .�.��."' � G�Ir�.,r�..�as�;;�'�?,�t° `'``��'; ,,. �.,,.,.�. �Trai��e• _ , ,� ,� - '""' Jeff Lauaon Greg Inman, Ext. 116 . Town of Barnstable J.K.Scanlan Company, Inc_- ` 367 Main St 15 Research Road Hyannis, (VIA 02601 East Falmouth,MA 02536-4440 Tel:508-862-4038 Tel:508-540-6226 x-116 Fax:508-790-6230 Fax:508-540-9222 �( Acknowledgement Required. �"�'r,p��."'i}."��r v.�}•i,i14'?iTf'�;,"n df�,.. �?�',��.y'.��rr '��:i;ry'M:i'".":.�'°/,:�: '.; yhr"-'r K,w•nnn.lumrp.r� A - - pa,��yT."P by �'Y4t', �� f fi�.� 4. cq�,c I�:..�f.Ir i:.:.^.•f^, �Pi� \r.� •.r ..otr(um dlu.7e,,.a.. i ,� .. _�� .�,.�mu.A...,�i: .... .,tr_�, •' , -• �'.,- .,•.!1^;'; .e e.e�i,,ewael .., ..,,`.:.,,.,,'' <:fi;. .:�_; -01� �� `� �l{' �,f:lyldpl i,�5:�1�'�.�':l'��-.yi ® Tlr,�q`�f.�1(i.�.._.l.A.,e,.�.,1 - �,_,_..—_ -_...h.. .., .,w. ., .yq,�.�., ----r,m-..,,,..,,,..i- -• �,.'L' ;a r�`'' `I'.P,9,.�.. � f,r,,��S°Cf��.��:,;;`...,:`.:,..... ._.— �'`�'W�•..��w,m �faf s`� ,� rptr � aPry` 'c�r"i a;f"' r F��,iyftf � a . a�uiil,Etp,t,+r,�q� n1 .: QtiSi:.. C David Robbins David Robbins J.K.Scanlan Company,Inc. File 0616-Corrfrom Engineer SI''T.+1 c'qv y.� r it{�,"po�dp'�1'nV'hf �G��r�` �r-;.-rxj;^�"ro}C°yiR�rt4y;p;��--�—�i�� 3� :,.;r •• __ •r: ,p,; X:�� IkdGLl�th�.i +,M ,a11M1klda..'�ii.. Il in fn{), ,;ll�•, i�"f„- �7 .a,w �ra�-r�•rrf-.. �(4� __ .,f' i, :�i -.r� „+�; �' �',�, �" Please find the attached letter from Coastal Engineering regarding building BG at the Trade Winds. Please feel free to call me with any questions. Thanks Greg Inman co r Signature Signed Date Prolog Manager Printed on: 11/28/2007 JKS Project Management Page 1 ® ■ ■/NOV. 28. 20011 4. 36PMos �5JK SCANLAN COMPANY INC, ENGINEERING NO. 318 P. Pool OASTAL ; NGINEERIN'G OWANX, INC. ii)eeTin gC 260 Cranberry Highway(Rte.C�),Orleans,MA 02653 www.CoasWEn ly bom un P Y•c'om Orleans 508-255.6511 j Provincetown 508-487-9600 ■ Hyanni3 508-778-9600 Fax 509-255-6700 November 28,2007 Project No.C16684,01 Town of Barnstable Budding Aivision 200 Main Street FIyannis,MA 02601 Advance Copy Via Fax:SOS-790-6230 _ Re: Trade Winds Residence+ Building"B"Structural Wood Framing Approval 780 Craigville teach Road,Barnstable,MA Dear Barnstable Building Department: Asa follow up to our Noyember 14,2007,Building"B"Straetural Wood Framiazg Punchlist field inspection report, Coastal Fvigin'mering Company,Lrc._((EC)has revisited the site on Thursday,November 15,2007 to review the completion of noted deficiencies found previously,as indicated within the attached report.The purpose of this follow up inspection was to verify that the outstanding wood f-draing deficiencies have been resolved so that the contractor may obtain the Building pepamnent's release of building framing for application of insulation and interior finishes. Butch upon ourNovenibbr 1St°follow up field visit,we hereby approvo the wood framing corrective actions,overall wood fimumig,oonstruetion,and connections for Building"B: at the Tradewinds Condominium complex in- Barnstable,MA.Please be advised thai this approval is only for the Building"B"framing and is not intended as the substitute for the final controlled constntction affidavit,which will be submitted at the end of the;project once all recluir menu have been satisfied. Very truly yours, - COASTAL ENGINEERING CO., INC. i L . David.F1,_morand,P.E., SECS Structural'Division Manager c. - DAM/dlb Enclosure M . Jim Waish John Stewart • D:IDOCIC1G6001/GGBQVGaR�U/IC,'arrasponrlcncglGctccraftlg�jep�_iiZdO��oc• ' -Providing solutions for the betzeft of oi�r clients and eomhZ11nity'm 12/12/2007 11:27 FAX 508 255 6700 COASTAL ENGINEERING C71001 OASTAL NGYNEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringC:ompany.com Orleans 508-255-6511 Provineetomn 508-487-9600 Hyannis 508-778-9600 Fax 508-255-6700 December 12,2007 Project No_ C16684.01 Town of Barnstable Building Division 200 Main Street Hyannis,MA 02601 Advance Copy Via Fax: 508-790-6230 Re: Trade Winds Residences Building"C"Framing Approval 780 Craigville Beach Road,Barnstable,MA Dear Barnstable Building Division: As you are aware,Coastal Engtineering Company, hic. (CEC)has performed the Building"C" Framing Punchlist Report No. 33 on"Tuesday,November 27,2007(report attached).CEC has perfon-red a follow up field inspection on November 30,2007,to verify that the outstanding punch-list items have been resolved per our initial punch-list report.Additionally,we are in receipt of the updated sealed truss design doettments,forwarded by David Robbins of Scanlan,which indicate:that the existing roof trusses may support the weight and placement of the iIVAC units upon the bottom chords,in lieu of the top chords. As such,we hereby approve the final wood and structural steel framing construction associated with Building"C"for . the Trade Winds Condominiums project.Please note that his letter represents the framing approval only,and is not intended for the final structural affidavit sir-off of the project. Please do not hesitate to contact me if you require any additional information regarding this matter. . Very truly yours; COASTAL ENGINEERING CO.,NC. David A. Morand,l?_F., SECS Structural Division Manager DAM/dlb Enclosure j cc: David Robbins(via fax.508-790-0329) ' John Stewart Jim Walsh D;IDOCICI66001166RAII66d4U11C.orrespane/encelLCttrrBldgDepl_121207.doc ■Providing solutions fir the benefit of ou r clients and cnmrnunity f M 812/07/2007 14:00 FAX 19785624861 JK SCANLAN CO. ,INC Ij001/002 .J9K, Scanlan Company, Inc. Residences at Trade Winds Project Ea 780 C raigville Beach Road p.,p�,� Centerville, MA 02632 ' Tel; 508-790-0336 ~Fax; 508-790-0329 42 o ran To: From: Dave Robbins URGDM. Cell 5o8-889-5405 Fax: Pages; Company: Date: Re: Residences at Trade Winds CC: As Requested ❑ For Review ❑Please Comment ❑Please Reply Comments; I y-� /,kr A 3> J - i 12/07/2007 14: 00 FAX 19785624861. JK SCANLAN CO. ,INC 002/002 SOUTHEAST ENGINEERING, INC. 273 WAREHAM ROAD TEL:(508)748-2967 MARION,MASSACHUSETTS 02738 FAX:(508)748-334 7 E-MAIL:WJONES2@AOL.COM December 5, 2007 JK Scanlan Company, Inc. 15 Research Road East Falmouth, MA 02536 ATTN: Dave Robins Dear Sir: RE: Residences at Tradewinds 780 Craigville Beach Road Centerville, MA 02536 As requested, please find information pursuant to the installation.of the toilet exhaust system at the above-referenced project. The ductwork systems from separate toilet rooms may be combined at the point of terminatio at the exterior of the building if the following items are provided as specified: The toilet exhaust fans are approved and meet specifications, Schedule Dwg_ DA2.1 • Each fan is provided with a back draft damper • All ductwork shall be sealed air tight • The termination at the exterior of the building shall be- sized to accommodate the total CFM. With regard to the exhaust ductwork, length of run, design criteria, exhaust fens for toilets labeled EF-1 were specified to exhaust the required cubic feet per minute of air @ 14" static pressure per 100 ft. of equivalent run which is more than adequate for this project, refer to Dwg. M2.1 for fan requirements. Please Note: Shop drawing review was performed 9/27/07 and 10/19/07. Some equipment was requested to be resubmitted and further information to_be provided for some items. To date, I have seen "nothing." Four (4) copies have been returned to the architect on the above dates for your use. Please review your files and provide information requested. Very truly yours, eam. Jones cc: Antonia Kenny Keenan&Kenny Architects, Ltd.