Loading...
HomeMy WebLinkAbout0490 OCEAN STREET (3) i r! E . X,: 4 f r SECTIONSENDER: COMPLETE THIS •MPLETE THIS SECTION ON DELIVERY ■'Complete.items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. X ❑Agent ■ Print y6bi.nafne and address on the reverse l —' ❑Addressee so.that wean'return the card to you. B. Received by(Printed Name) C. Date of elivery ■ Attachth i4ard to the back of the mailpiece, 1 or'ora�tii%runt if space permits. l D. Is delivery address different from item 1? ❑ 1. Article Addressed to: If YES,enter,delivery address below: ❑ 4C) �t 3. Service Type❑ p Certified Mail® ❑Priority Mail Ex ress"' 1 ..Registered 19-Return Receipt for Merchandise ❑Insured Mail ❑Collect on Delivery 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article W � may' s (Transfer + 7012 1,,010°10000 at-.47 ?554 PS Form 3811,July 2013 Domestic Return Receipt WAYT UNITED STATES P6kk RVICE First-Class Mail Postage&Fees Paid F USPS ;i ,.�. Permit No.G-10 I • Sender: Please print your name, address, and ZIP+40 in this box* I I TOWN OF BARNSTABLE BUILDING DIVISION 200 MAIN ST HYANNIS, MA 02601 I I /. F •5,� � L1 L - I CO Postage $ ti ,5 q Certified Fee /�� 0 Pastma M Return Receipt Fee l Hera p (Endorsement Required) C3 Restricted Delivery Fee �AUG -4 2016 O (Endorsement Required) r� p Total Postage&Fees s �`- � JiC rU Sent To c —n 5 r . ....�-�` - —---------------- C Sweet, f�' "�-`'__V. 4` or PO Box No. lti ------------------�--0--- n Cify,Stat,ZlPt6 n,_ (�J l � �, ^.4 Q t... Certified Mail Provides: e A mailing receipt n A unique identifier for your mailpiece ® A record of delivery kept by the Postal Service for two years Important Reminders: s Certified Mail may ONLY be combined with First-Class Mail®or Priority Maile. o Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. ■ For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPSe postmark on your Certified Mail receipt is required. n For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". n If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. PS Form 3800,August 2006(Reverse)PSN 7530-02.000-9047 Mo,*sage Page 1 of 2 Anderson, Robin To: Mike Murphy Subject: RE: ocean st. lot Hi Mr.Murphy, I spoke to Jeff Lauzon,Acting Building Commissioner. He has informed me that he has spoken with Elizabeth. Jenkins, Director of Planning concerning this matter. I am informed that they concluded that your request for parking during the two events may continue this year as it has been represented that the practice has occurred for the last go years. However,it is advisable for you to approach the permanent building commissioner next late winter or early next spring regarding a more permanent approval or solution prior to the events. Jeff is also requesting that you submit an official letter of request for this year including the dates of both events and the anticipated arrival of vehicles if predating the day of the event. Please identify the addresses,time of entry to the lots and time of exit. If the vehicles and trailers on Ocean Street are lining up and impeding the flow of traffic,Jeff is suggesting that a police detail may be necessary to direct the vehicles entering or exiting to and from the subject lot. You should also identify how many vehicles/trailers are normally accommodated,what the pr"ocessis(do you have staff to direct parking on the lot?)and any other information that you believe shouldbe considered and helpful Robin C.Anderson Zoning Enforcement Officer 200 Main Street Hyannis,MA o26oi 5o8-862-4027 ' -----Original Message----- ' From: Mike Murphy [mailto:michael@hyannisyachtclub.org] Sent: Wednesday, July 12, 2017 8:49 AM To: Anderson, Robin "Subject: RE: ocean st. lot Good morning Robin, I know you are working on this and I am very appreciative. My question this ,.morning.is should I be worried? From Anderson;Robin [ma ilto:Robin.Anderson@town.barnstable.ma.us] Sent: Friday,July 7, 2017 1:11 PM To: Mike Murphy<michael@hyannisyachtclub.org> Subject: RE: ocean st. lot The building commissioner retired yesterday without responding to my email. Jeff Lauzon is now the interim commissioner for the next few weeks until our permanent commissioner is able to come on board. I have forwarded your request to Jeff and filled him in quickly on the background. He agreed to explore whatever option may come to light. In the meantime,can you please provide me with the proposed addresses and dates,again so I may inform Jeff accordingly? Thank you. pi�btn , Robin C.Anderson Zoning Enforcement Officer 7/12/2,017 1Visage Page 2 of 2 20o Main Street Hyannis,MA 026oi 508-862-4027 -----Original Message----- From: Mike Murphy [mailto:michael@hyannisyachtclub.orQ] Sent: Friday, July 07, 2017 9:29 AM To: Anderson, Robin Subject: ocean st. lot Good morning Robin,just the reminder email regarding our ocean street lot.Thank you again for your attention to our problem. Please let me know if there is anything I can provide to facilitate this process. Thank you so much again, Michael Murphy Club Steward 508-776-9225 • P 7/12/2017 TOWN OF BARNSTABLE BUILDING PERMIT APLICATI9N _ t > Map - Parcel J�Z Application-#-" Health Division s .Date Issued - Conservation Division: h Application Fee20p-2J ..�.'�. • W Planning Dept. o ': Permit Fee Date Definitive Plan Approved by Planning Board r INN - 16 Historic - OKH _ Preservation/ Hyannis Project Street Address QAIS LL_& �T LL u tJ rL(I ►qnA 1 kj Village gG19mL43r Owner Address S 6b nLA4ft-S( 0' 1 S 3, A44!1kllf Telephone 0160 i Permit Request "6LaLaII& 11 i3'2 ' 2WA" /hhn't lvq&-h Square feet: 1 st floor: existing proposed 2nd floor: existing proposed [�� Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction,Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family/(#units) Age of Existing Structure Historic House: ❑Yes 3 No On Old King's Highway: ❑Yes Flo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other_ 01A Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: d existing —new J Total Room Count (not including baths): existing new 1 First Floor Room Count Heat Type and Fuel: ©'Gas ❑ Oil ❑ Electric ❑ Other Central Air: 0 es ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No � Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Ap als Authorization ❑ Appeal # Recorded ❑ Commercial ❑ No If p ,es site Ian review# All AC6E0 y Current Use Proposed Use �24, S c"oa-A APPLICANT INFORMATION_ �r Mo (BUILDER OR HOMEOWNER) Name �- c4j Telephone Number Address 75 License # (2- �VF/2 011_41'_1-14 &9-6 Home Improvement Contractor# Email VE9165_V&L011N57 C/"E/ Worker's Compensation D020111036201��/� ALL CONSTRUCTION'DEBRIS RESULTING FROM-THIS PROJECT WILL BE TAKEN TO SIGNATUR DATE �C ���� `FOR OFFICIAL USE,,ONLY APPLICATION# DATE ISSUED y i MAP/PARCEL NO. w ADDRESS VILLAGE ' OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION t FIREPLACE F ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING (� DATE CLOSED OUT ASSOCIATION PLAN NO. n .1 1 d Wb2JAVJ of i \ oLLyd.' �haNrJ • t O Aw !�" �' ► `gym s.: 14 � I 1Of ol o. i • Q��oW�a Pet N0111C7Q�: _ 1 I al �nra7inQ o a 9ssodOlkA - 1 �: k•ti � "]., a oil n_M­ - - - - BA NSTAEUE4 « 19. Town of Barnstable Regulatory Services Richard V.ScaIi,Director Building Division Thomas Perry,CBO C Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us 0 U Office: 508-862-4038 o O F�5.08-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder , . o as Owner of the subject property hereby authorize r Ss e- i-wt l/U w4w to.act on my behalf, ' in all matters relative to work authorized by this building permit application for: 4VAIWt� Wo 62,60k (Address of Job) • o Signature of Owner U Date o ' ��b6 CV P q s-�gf Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. I QAWPFIL ESIFORMS\building permit formslEXPRESS.doc Revised 061313 BOOK b 7 0 8 PAGE 078 APPOM MEW OF TRUSTEE 16 � MAM F. HaIDIIt" and FRANK B. BMM, Trustees of Dunbar's N` t established under a Declaration dated May 31, 1946 and recorded Barnstable County Registry of Deeds in Book 650 Page 450 and roistered ' e Barnstable Registry District as Document No. 80,397, as amended of in accordance with Paragraph 5 of said Trust appoint, HUGH C. FINDIAY _ 00 ocean Street, Barnstable (Hyannis) , Barnstable County, Massachusetts, r " trustee to take the place of Ernest J. Petow, deceased. See death i' ficate recorded in said Registry in Book 6524 Page 212 and registered in d Registry District as Do=Tkent No. 472,385. ` Y ` E MCUM AS A SEALED TbL4TRUMU this 21st day of April, 1989.Donald F. n, Frank,'. Bearse, CWHOWEALTH OF HASSACHUSLTrS i Barnstable, sss April 21, 1989 r1hen personally appeared the above named Donald F. Henderson, Trustee as aforesaid and acknowledged the foregoing instrument to be his free act and deed, before me, I �T7J No y Public - Donna J. Palmer My Ccutunission Expires: 3/8/96 I, Hugh C. Findlay, accept the appointment as Trustee of Dunbar's Point Trust. Hugh C. Fihdlay I Ile Comino7tweaM gfMassachusetfs _ �II►��k�erzt a,f�xad�ust.�ia�Accir�eFrfs `� - -- OjrW.0 of f7mstigaliam 600 Washington Street Boston,MA 02HI --- tP1V11llJll�£�*f)Y��Il1 ' NlTiGrkers' CompensafictInsurmceAfdavi-L-Seders/CcintracturslElec&icians/Plumbers AppEcant InfmmAiGu Please Print LezHv Name(BuiessFMymiittionfFndi.vitlnd):_ '7K()/64/ � ©�c�'76�✓� �LG Address` �� V/`�lJ�/ A OP . CiWStat&Zip= ( K(JL� �/1l_ t°hafle Are you an employer?Cibechthe appropriate bow ' Type of project(required): 1.❑ I am a employer with. 4 ❑I am a general contractor and I 6- ❑New construction: Io ees fullail�d/o>:part-time)-* li:avelrired.the sub�aaiktactors emP'. y ( -I.bl lama sole prppaietar orpartner listed an the attached sheet 7- ❑Remodeling shtip and have:no employees. These sub-contrac#ors have. 8.,❑Demolition woddng, c employees and bme woalcers :ECIEMe in an`�capacity- 9. ❑Snilding sddififl� [No n7n1mrs' comp.instance comp-insuratttt_,l .required]' 5. ❑ We.area corporation and its 1(1❑Electrical repairs or additions 3.❑ I am'.a homeoumer doing all work officers have exercised their 11_❑Plumbingrepairs or additiim. rrrysel£[No workers'camp- tight of'exemption per MGL 12-❑Roofrgnirs �ran innceregluired1l c.152,§1(4} and we haven:a employees-[No workers' 1�_❑ other COMP.insnranm required-] ;Ay appEcmt bat checks box 1,1 nnast also fill.out the section b elan'showhg diex wo&ers'compensation paricy in5unz6art HOII7EOWllEi5 W15a Snbmrt ffillSRfE&ngf iUdkting thrysretlaiag R11 vroA Rn4 them hire outside contractorsnmct svbnut anew afEi&vk indiceting such ' rCantrsctprslBatrheathisboxmastattachedsasddilinns2sheetshoniagthename:ofthesub-couractars.Andstatewhether.ornotthosee titiesbave employee;.Ythesubtantracturslaveemployees,they mastprm-ide.their nrorkers'-comp.policy number_ I aril are stripla��zr f7tatis prvx�ding workers'co[rperesattt7u iruzrraaee�vr m}T elrrplapees. Be�te�patic-y�curd jeTa�it� triformadom Insurance companyi\Fama: �$ � /�5 �SC9 Policy or e1f--ins:Lic_1 .1 ExpirationDate= Job Site Address: !S !, citylstafel : Attach a copy tafa workers'rnMpensatio_xp.olicy-declaration page(shaving the poTicy number'and cxpu ation date). Failure to secure coverage as required under Section 25A of MGI.c_ 152 can lead to the imposition of rriminal pen;i% s of a fine up to$I,50a_Oa andtor one-yearin4msonment,as will as civil penalties,in the form of a STOP WORK ORDERand a.Rime o€,up to$250.0.0 a clay against the violator. Be advised that a copy of this statement maybe.fxwarded to the Office of imVesfigations,qPte DIA far insurance coverage i,-edficatim Ida her.Rby erg f}.rindrr tke i s c r 's er�ury thatt�Tre ia�for�sratiarrprm idzd a w i $and carrect M xienature Date: Phone 97 (/ t3,-ciat use anTy. Do not awite in this area)to be ctrinpletced by citF artown offidaL City or 'own: PermitUcense;g Issuing A 1harity(tdreIe one): L Board of Health 2.Building Departmeut 3.Cify1T.own Clerk 4.Electrical hupettor 5.Numbing Inspecter 6.Other contact Person: Phone#: ormation and lastructions Ma s:arirusetts Geheaal Laws ebavtE r M rec=es En emglopers Yn provide warmers'coropMSS ion for ilea employees. p ya this sfiatafp,an employee is defined as., .e Mypersonmthe service of anotheruader May contract afhfi-r, express or ipliect oral or wzii mL" r An e7np&yer is dafined as"an i adi idIIaI,partnership,association,corporation or other legal euffity,or any two or more of the foregoing gag d in.a job�F�e,and including fse legal represuabiives of a deceased earployer,-v the xecerYer or trastee of an iadividaal,partne�up,associaf or otherlegal entity,employmg employees However the owner of a dwelling house havmgnot more thin three apartments End-who resides therein,or the occupant ofthe - dw,U5ng house of another who euploys pe�ans to do make,construction or.repair work on such dwelling house or on the grounds or building appu rUmanf thereto shall not becanSe of such eniplaym ent be deemed to be an employer." MGL chapter I52,§25C(6)also states that".every state or local licensing agency shaII Withhold the issuance or renewal of a license or permif'to operate a business rir`to construct b�afldmgs is the com,maouwealth for any P•�•y -pplicantwJlo has not produced acceptable evidence of coiapbanc�with the incntance co?erageregased" AdditionaIIy,MGI.chapter I52,§25C(7).staj 5-Neither the rommanwean nor auy ofiL�political subdivisions shall enter tutu any:conirar t for the pi--rfaunaace ofpublic wo�lmtd acceptable evidence of compliance v,�ith the hsur-an ce._ requnremems of this chapter have been presented to the confmcting authority." Applicant - Please f 01 oIIt tine worker'compensation affidavit completely,by chtcl:- g the boxes$at apply to yo=situation and,if necessary,supply sob-contractors)name(s), addresses)and phone nvmber(s) along With$ea cm tificatc(s)of tnn=c-e. Liooiti--d Liab7iCy Companies(LLC)or Limited Liability Partaeships(LLP)with no employess other than the members or partners,are not rbgrmed to cairy-workers' camp=ation insuauce. If an LLC or LLP dDes have employees, a policy is regnued. 13 e advised that this affidayitmaybe submitb!�:d to the Department of Industrial Accidents for con$malion of in�ce coverage- Also be sure to sign,and date the affidavit. The affidavit should be•retamr-d to the city or town that the application for the permit or license is being requestrA not the Department of T'nr}nafriaT Accidents. Shouldyon have any questions regarding the Iaw or ifyon are regIDred to obtain a workers' compsationpolicLpleasecalltheDepart[nmtatthenumberlistedbelow Self-insuredcompaniesshovldentertheir en self-i sara„ce license number on-the appmpaate line. City or Town Of a a s I - Please.be sure that the affidavit is complete and primed legibly. The Department has provided a space at the bottom of the affidavit for you to fll out in em the evt the Office of Investigations has to contact you regarding tine applicant Pleas e be sure to fill in the p emm-/licemse number which will be used as a reference number. In addition, an applicant that must submi .muhiple pemitlIicanse applications ia,any green year,need only submit Dne affidavit indicating current policy intonation(if necessary)and under"Job Site Address"the applicant should ate"all lacadcns is (city ar town)--A copy of the-affidavit that has ben officially stamped or marked by the,city or tovm may b e provided to the applicant as proof that a valid affidavit is on file for frtse"pnmits or licenses Anew affidavitmust be tilled oiit each year.Where ahome owner.or citizen is obtaining alicense or.pcn aitnotrelatedta aaybusmess or commercial v&ntzr- (i e- a d en clog license or permit to bum leaves etc.)said person is NOT rimed to complete this affidavit The Office of Investigations would hke to fhank you is advance for yDur cooperation and should you have any qncstio. ns, please do not hesifat,to give us a call. The Department's address,telephone and fax number ht CG.=,MW aYth Of hlassa rlhu s-e�- ' f?f�l2dIai�iCtCkCj ' BQstou,MA f I I I ` MA.S F . . 6 - �-4 �xt 4€��or 1-�� Fax-617 727 7M KEvisea4-24-07 ��gagIdia Massachusetts -Depart ment,of Public Safety 'v Board of$uildin Re ulations and Standards 9 9 w iGt.�stNi ftion Supervisor t, t; lid n$e: CS-051992 JESS A VANFOSSN { 75 TWSTLE DR s ; CENTtItVILLE A ! * - )r I ik- li Expiration.,,t.' Commissioners, 0911:6/�206, '�; • P 4 I • Client#:2696 2CAPEBU ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 11/25/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling&O'Neil Insurance Ag PHONE 508 775-1620 FAX 973 lyannough Rd,PO Box 1990 E-MAIL ADDRESS: Ext: vc,No): 5087781218 ADDRESS: Hyannis,MA 02601 INSURER(S)AFFORDING COVERAGE NAIC# 508 775-1620 INSURER A:Associated Employers Insurance INSURED INSURER B Cape Building Solutions LLC INSURER C: 75 Thistle Drive Centerville,MA 02632 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP LIMITS INSR WVD POLICY NUMBER MM/DD/YYYY MM/DDIYYYY GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENT COMMERCIAL GENERAL LIABILITY PREMISES Ea occuED rrence $ CLAIMS-MADE OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ , POLICY PRO- JECT F LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO , BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION WCC50050140362015A 1/07/2015 11/07/201 X WC STATU- OTH- AND EMPLOYERS'LIABILITYIER ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $500 OOO OFFICER/MEMBER EXCLUDED? � NIA (Mandatory in NH) _ _ _----� _..---- .._.._�._--._.-- ---�_--._--------T— E._L_DISEA$E_=EA.EMPLOYEE__$500 000 ----_ If yes,describe under - - - - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT s500,000 T- DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town Of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE - ' - a ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S161489/M161488 NS2 r Mass. Corporations, external master page Pagel of 2 �5. r ,C C r Corporations Division Business Entity summary ID Number: 001129587 !Request certificate I New search Summary for: CAPE BUILDING SOLUTIONS LLC The exact name of the Domestic Limited Liability Company (LLC): CAPE BUILDING SOLUTIONS LLC Entity type: Domestic Limited Liability Company (LLC) Identification Number: 001129587 Date of Organization in Massachusetts: 03-01-2014 Last date certain: The location or address where the records are maintained (A PO box is not a valid location or address): Address: 75 THISTLE DR. City or town, State, Zip code, CENTERVILLE, MA 02632 USA Country: The name and address of the Resident Agent: Name: JESSE VAN FOSSEN Address: 75 THISTLE DR. _,City__or town, State,.Zip code,__ CENTERVILLE, MA_ 02632 USA Country: The name and business address of each Manager: Title Individual name Address MANAGER JESSE VAN FOSSEN 75 THISTLE DR. CENTERVILLE, MA 02632 In addition to the manager(s), the name and business address of the person(s) authorized to execute documents to be filed with the Corporations Division: Title individual name Address The name and business address of the person(s) authorized to execute, acknowledge, deliver, and record any recordable instrument purporting to affect an interest in real property: Title Individual name Address http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=0011295 87&... 12/2/2015 Mass. Corporations, external master page Page 2 of 2 REAL PROPERTY IJESSE VAN FOSSEN 175 THISTLE DR. CENTERVILLE, MA 02632 ❑ ❑Confidential ❑Merger ❑ Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS Annual Report Annual Report - Professional Articles of Entity Conversion Certificate of Amendment v' I View filings Comments or notes associated with this business entity: New search 116 4 , http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=001129587&... 12/2/2015 PROJECT r 1®1AIVIE: ADDRESS: Lfg0 ,r, l VVI1 S PERMIT DATE: LARGE.ROLLED PLANS ARE INC BOX Z SLOT ; Data entered it MAPS program on: BY 12. a , ghwpfiles/forms/archive n TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # Health Division Date Issued /o Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic- OKH _ Preservation / Hyannis Project Street Address qqO CeGei SSf tfz_f Village is _ Owner _ �� �OG,�fjgy' Address 7��-77 8-(o d 0 �Cjaa t�7T 6 //rc l!/lL5 Telephone �� ---v-� =-- �-r-i S� O Permit Request Roo-F1 In r , r t io D in G l-D O,S4 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 7_06 0 Construction Type C- o Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure fi Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No- Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other v Basement Finished Area (sq.ft.) Basement Unfinished Area (sq. ° C3 z Number of Baths: Full: existing new Half: existing nevLa Number of Bedrooms: existing _new -o Total Room Court (not including baths): existing new First Floor Roo Count ry Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other . Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of``Appeals Authorization ❑ Appeal # Recorded ❑ - Commercial L�Yes ❑ No If yes, site plan review# Current Use A �c le, Oub v- rP5 aZ�XfProposed Use f dr 1 -4-fc /cp& v- des fA��l� - _ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ; Cf 1 Telephone Number 656b ) _175- 77(o3 Address ���5 L.i 5� L 1y License # QQ 9 go)E JA)@Sf GLr to S'talo to- / A, 6ZLO(o Home Improvement Contractor# l&SW 7 (:,mat I J� com Worker's Compensation # 9 f3 ALL CONSTRUCTION D RESULTING FROM THIS PROJECT WILL BE TAKEN TO DD G SIGNATUR DATE /® /o /J A 4 FOR OFFICIAL USE ONLY APPLICATION# h �DATE ISSUED ' MAP/PARCEL N0. ADDRESS VILLAGE r OWNER r DATE OF INSPECTION: ifFO.UNDAT ION �� FRAME — .. INSULATION.��-::rrx}�st ,suF�i��r�; . FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL s GAS: ROUGH FINAL FINAL BUILDING-,— DATE CLOSED OUT ASSOCIATION PLAN NO. io"'Avt O bIY �s. i'si The Commonwealth of 1Mlassrachusetts Department of.industrial Accidents Office of Investigations ' I Congress Street,Suite 100 Boston,MA 02114 2017 wwm inass gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractois/Electricians/Pliimbers Applicant Information Please Print Legibly Nam.a(Business/Oi-,anintion4ndividual): led._ LC h CO c Ic _ Address: 5S Ly-s6 Ci /State/Zi �� tY p: a 10 Phone#: S-?3$ -7 -7 ,5-- 7 7 3 Are employer?Check the appropriate box: Typeofproyect(required): 1. I am a employer with 1— 4. I am a general contractor and I employees(full and/or part-time). have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity, employees and have workers' 9 Building addition [No workers' comp.insurance comp.insurance." required.] 5. (] We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I I.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL' 12..❑Roof repairs insurance required.]T c. 152,§1(4�and we have no employees..[No workers' 13.❑Other comp.insurance required.] 'Any applicantthat checks box Ill 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 andthea hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees_ F the sub-Contractors have employees,they must provide their workers'comp.policy number. I am.an employer that is providing workers'.eoinpensation usurance for n?y.employees Belowis the poliev and job sate information. Insurance Company Name: f r a✓ er 5 - Policy#or Self-ins.Lic.#: Expiration Date: �Z (� Job Site Address: I/90 016L�2 j^��f T ,r�,.t� City/State/Zip: /Vj}, 02-620/ Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify er thepalrts,andpena&kes O,,,,fl,►�erjnnt that the b1 ormadonprovided alcove is tare and correct Si nature: Date Phone#: -7 7 5_— —7 7 �22 w , Qjfiicial use only. Do not write in,Haas area,to bevovpLeted by city err town offrc!a City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Flumbing Inspector S. Other Contact Person: phone#: Rightfax N2-1 6/18/2013 7:58: 07 AM PAGE 2/002 Fax Server CERTIFICATE OF LIABILITY INSURANCE DATE(M 4$ 191 T IFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE E S CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCE AND THE CERTIFICATE HOLDER. IMPORTANT:if the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require and endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT NAME: HUB INTERNATIONAL NE LLC PHONE FAX 125 ROUTE 6A (A1C,No,Ext): (AIC,No): EMAIL SANDAVICH,MA 02563 ADDRESS: 78CNB INSURER(S)AFFORDING COVERAGE NAIC# ------------------------- INSURED INSURER A: TRAVELERS PROPERTY CASUALTY COMPANY OF AMERICA T L HITCHCOCK CONSTRUCTION SBRI%rICES INC INSURER B: INSURER C: INSURER D: 55 LISA LANE .. INSURER E: WEST BARNSTABLE,MA 02668 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: STO CERTIFY THAIHCE LISTED BELOWE TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD SUB POLICY EFF DATE POLICY EXP DATE' LTR TYPE OF INSURANCE L ,R POLICY NUMBER. QWDDIYYYY) (MMIDDIYYYY) LINTS GENERAL LIABILITYEACH OCCURRENCE g COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ CLAIMS MADE 17 OCCUR. EMISES(Ea occurrence) ED EXP(Arty one person) $ GEN'L AGGREGATE LIMIT APPLIES PER: :DERSONAL&ADV INJURY $� ENERAL AGGREGATE $ POLICY PROJECT❑LOG ODUCTS-COVPIOP AGO S AUTOMOBILE LIABILITY COMBINED SINGE $ AI4Y AUTO LIMIT(Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULE AUTOS (Per person) HIRED AUTOS BODILY INJURY g NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE S (Per accident) UMBRELLA LIAR M OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE g DEDUCTIBLE $ RETENTION $ $ A WORKER'S COMPENSATION AND x I we sTATurORY OTHER EMPLOYER'S LIABILITY YIN UB-58892512-13 0326/2013 031262014 LIMITS ANY PROPERITOR/PARTNFR/EXECUrIVE N/A E L EACH ACCIDENT g OrFICERMEIIBERIXCLUOEO? ® 100.000 (Mandator yInNN) E.L DISEASE-EAEMPLOYEE $ 100,()00 ' r yes,describe under D—=SCRIPnON OF OPERATIONS below E.L DISEASE-POLICY LIMIT S 500,000 DESCRIPTION OF OPERATIONSA.00ATIONS/VEHICLES)RESTRICT(ONSISPECIAL ITEMS THIS R13PLACHS ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTIDIG WORKERS COMP COVERAOE. THE POLICY DESIONATED ABOVEIS CANCELED EFFECTIVE w2w2on CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENT �•� i qr non��r� �nrnc� -n.„Ar-noD„„„„�V-4 1 e...„:�r„.^ marks of ACORD 19 20 O ACORD CORPORATION. All rights reserved. Rece►ve�' Tline Jun. 18. 2013 7:�K No. 11$ �oarr or SL iCiay eCvi3.io i5 a ._, �-- Office oP.6onsitmer-Affairs:.Ausipess•Regplation. }SOME IMPROVEMENT CONTRACTOR �. _:ce tee: CSSL-099828 ' Registration: 165907 TYPe ;4 = ;Expiration: 4/6/2014 PrivateCorporatics TED L HITCHCOCK TL HITCHCOCK STRUCTION SERVICE INC. 55 LISA LANE West Barnstable MA 02668 THEODORE HITCHCOCK 55 LISA LANE WEST BARSTABLE,MA 02668 Undersecretary 06/01/2014 Restricted To: License or registration valid for'individul use.only ' before the expiration date. If found return to: Office.of Consumer Affairs and Business Regulation .10 Park Plaza-Suite 5170 :r Boston,MA_0246 TV Failure to possess a current edition of the Massachusetts 'r State Building Code is cause for revocation of this license. For DPS licensing information visit: www.Mass.Gov/DPS A-kz J4 `; N fvalid wit tout signature t • 10/20/2013 09:34 5087786811 HYANNIS YACHT CLUB 02839 P. 002/002 Hitchoork Uonstructlon outs-t/o-/tot p.L 1NE Town of Barnstable MUSTAMM Regulatory Services Tbc=as F.Geller,Director Building Division Tom Perry,Bta7dieg Commissioner 200 Main Street,Hya= s,MA 02601 www.t0wa-barnstsb1e.maus OPPtce: 508-862-403 8 Pax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I c as Owtes of the subject property, hereby aurhotize X L (!D[ 1�i 1 C, w as om mp behalf, in all matters zelaime to wozk authorized by this budding pe=r- ��b o u:Ai4 S-t , 1 -J A MA i i MA 01.iaoi '(Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be felled or utilized before fence is installed d all final inspections are pearformed and accepte Sig==e of Ovra= ature of A t neat Name Nat Name Lb Date Q:F0RM3;OV1•'TiERP'ER'vIISSI NP00LS fia012 UV� Town of Barnstable 0,*j"E�°w,, Regulatory Services TOWN.OF BARNISTABLE HP p* Thomas F. Geiler,Director H 19' Building Division 2913 ALI 12 � 9: 1 y ass. � �pr�D MAt a` Tom Perry Building Commissioner 200 Main Street, Hyannis,MA 02601 DIVI Imm - Office: 508-862-4038 Fait 508-790-6230 COMPLAINT/INQUIRY REPORT Date: / � '� / Rec'd by: Complaint Name: Zit ifs YAcJV Ctul Map/Parcel Location Address: ��O �CCa �t �`7�'� 5 A Ire Originator Name: Nye--, Street: Village: State: /It�f zip:-0 J- d Telephone: g / Complaint Description: APB v 1if�=, o c � �i �� A? 4�Lq llj—Zd a lip/ re- FOR OFFICE USE ONLY �.- c'li"v71 L�D� (�hcZ.(i j oL��cf✓1�"(r d\ Inspector's Action/Comments Date: Inspector: 7k)c n r Additional Info,Attached I ' f 7OVIN, OF BARNSTA L E Yachtsman Condominium Trust Board of Trustees 7013 ,j UN! 2 0 P;, F2• 500 Ocean Street Hyannis, MA 02601 June�zrrl-8 dOb Mr. Thomas Perry Building Commissioner Town of Barnstable Building Division 200 Main Street Hyannis MA 02601 -Certified Mail- RE:New Building/Hyannis Yacht Club'490'Ocean.Street, Ham_ Dear.Commissioner Perry: This letter is to,follow-up.concern_s:the Board ofT,rustees;at.the Yachtsman . Condominium.Trust expressed to you in letters dated June.3, 2013, and June 12, 2013,yegarding the new building that the Hyanhis.YachtClub ("HYC")construcied.on the beachfroni this past' spring. . . We now write you,pursuant to G.L. c. 40A, § 7, and request'that you enforce"such ordinances or.by-laws".that are now being violated by the HYC Summer Grill Building. As you know, should you decline to act and enforce the zoning by-law,you"shall notify, in writing, the party requesting such enforcement of any action or refusal to act_, and the reasons therefor, within fourteen days of receipt of such request." G.L. c. 40A, § 7. The HYC constructed its new building without review by the Zoning Board of Appeals. The building is within feet of the high-tide mark on Lewis Bay. Moreover, in a February hearing before the Conservation Commission, the HYC represented that the building was intended to simply replace a tent that provided shelter to a few grills and was not intended to be an enclosed structure. I have attached a photograph that the HYC provided to the Conservation Commission that shows the pipe structure of the "Summer Grill" as it existed before the HYC poured a slab foundation and built the existing building this past spring. The new building�is', in fact, a'fully-enclosed,plumbed and commercially'ventilated wooden structure with electricity. Any representation that this building is moveable is incredible. And if indeed,the.building can be moved, it should be moved. As it is currently. located,it.violates the.Zoning By-Law, emits noxious smoke that duffs along the shoreline,and generates an unacceptable and.impermissible amount of noise.;Its existence is-not dust a violation of the Zoning By-Law,but it damage's the natural beauty of Lewis Bay. The building has created an adverse effect on the Yachtsman Condominium community that causes an actual G.L. c. 40A, § 7 Request June 18, 2013 Page Two aggrievement. The alteration is an expansion of the HYC non-conformity that is substantially more detrimental to the neighborhood and it should not stand. I look forward to your response within the next 14 days. Thank you in advance for your time and attention. Most Sincerely, F40-1-- Donna61tt no, Esq. Vice President, Board of Trustees Yachtsman Condominium Trust 500 Ocean Street(c/o Manager's Office) Hyannis, MA 02601 T: (781)729-1598 Email: patalanolaw@gmail.com Enc./Photo from HYC: Summer Grill Tent Photographs R - I 9P _ Y w•ii rl a' ow 3 mob v _ -� .. 7 June, 15, 2013 TOWN OF ly'AR STABLE Mr. Thomas Perry 2013 JUL —2 Ai" 1: O 7 Town of Barnstable Building Department Mr. Rob Gatewood Town of Barnstable Conservation Commission DIVISION Mr. Thomas A. Mckean Town of Barnstable Board of Health -Delivered By Hand- . RE: New Building/Hyannis Yacht Club d f ' Dear Sirs: I am an owner at the at the Yachtsman Condominium and am writing today to express my deep concern about the new building the Hyannis Yacht Club ("HYC") erected on the beach this past spring. The beach grill building is an obtrusive,noisy structure that emits smoke, smells, and noise and has adversely impacted the quiet enjoyment of our beachfront property. I understand that the only approval the building received was from the Conservation Commission at a hearing at 8:30 am on February 12, 2013, as a revised plan SE3-4716. It was advertised as an"addition"to replace existing beach grill. I received no notice of this meeting as an abutter and to be sure, despite any representations made by the Yacht Club, this building is. new, not at all similar to the previous conditions, and substantially more detrimental to the beach than existing conditions. Moreover,the building has an oversized ventilation system that exhausts right onto the beachfront area-creating a nuisance of both noise, odor and smoke. How does a liuildirig get constructed within feet of the high-tide mark without a more stringent vetting process and without notification to abutters? I ask your respective Boards to review how this building violates the Zoning By-Law where it is substantially more detrimental than the existing conditions. Additionally, the building is beyond the scope of the original Order of Conditions approved by the Conservation Commission and outside of the scope) and violates the regulations of the Board of Public Health. Can it be possible that a free-standing restaurant with dedicated plumbing and exhaust be approved without any appropriate public notice? I appreciate your time and consideration of my request that you investigate the inappropriateness of this new building within feet of the ocean. Sincerely, J(_iatunre) (Printed Name) C� 500 Ocean Street,Unit No. 1 , Hyannis,MA 02146 f June 15, 2013 TOWN "f B RNSTABLE Mr. Thomas Perry 21? Al 2 t 12 . Town of Barnstable Building Department Mr. Rob Gatewood Town of Barnstable Conservation Commission == Mr. Thomas A. Mckean O y '' Town of Barnstable Board of Health -Delivered By Hand- RE: New Building/'Hyannis Yacht Club--� Dear Sirs: I am an owner at the at the Yachtsman Condominium and am writing today to express my deep concern about the new building the Hyannis Yacht Club ("HYC") erected on the beach this past spring. The beach grill building is an obtrusive, noisy structure that emits smoke, smells, and noise and has adversely impacted the quiet enjoyment of our beachfront property. I understand that the only approval the building received was from the Conservation Commission at a hearing at 8:30 am on February 12, 2013, as a revised plan SE3-4716. It was advertised as an"addition"to replace existing beach grill. I received no notice of this meeting as an abutter and to be sure, despite any representations made by the Yacht Club, this building is new, not at all similar to the previous conditions, and substantially more detrimental to the beach than existing conditions. Moreover, the building has an oversized ventilation system that exhausts right onto the beachfront area—creating a nuisance of both noise, odor and smoke. How does a building get constructed within feet of the high-tide mark without a more stringent vetting process and without notification to abutters? I ask your respective Boards to review how this building violates the Zoning By-Law where it is substantially more detrimental than the existing conditions. Additionally, the building is beyond the scope of the original Order of Conditions approved by the Conservation Commission and outside of the scope) and violates the regulations of the Board of Public Health. Can it be possible that a free-standing restaurant with dedicated plumbing and exhaust be approved without any appropriate public notice? I appreciate your time and consideration of my request that you investigate the inappropriateness of this new building within feet of the ocean. Sincerely, ( ignature) c/ / (Printed Name) / 500 Ocean Street,Unit No. L J 9 _ Hyannis, MA 02146 f Anderson 781-857-1000 Fax 781-857-1054 Ensulation, Inc. WWW.andersoninsul.com 706 Brockton Ave PO Box 2003 Abington, MA 02351 Insulation Cef fficate WORK AREA ITEM INSTALLED M.Walls 2x6 R-22.4 Closed Cell Foamed in Place Insulation-3.Sin*Thermal Barrier Required Furred Walls R-11.6 Closed Cell Foamed in Place Insulation-2in*Thermal Barrier Require* Interior Partitions R 19.2 Closed Cell Foamed in Place Insulation-3in*Thermal Barrier Required* Between Floors R 21.6 Icynene Open Cell foamed in Place Insulation LD-C-6in Between Furs DC 315 Sprayed on Thermal Barrier for Foam Between Floors R-3010 X 16 Unlaced Fiberglass Batts Ceiling R-45.1 Dosed Cell Foamed in Place Inulation-Tin *Thermal Barrier Required Ceiling R-3010 X 16 Unlaced Fiberglass Batts Ceiling R-32.3 Closed Cell Foamed in Place Insulation-Sin *Thermal Barrier Required EXT.Walls 2x6 R 22.4 Closed Cell Foamed in Place Insulation-3.5in*Thermal Barrier Required Floor R 32.3 Closed Cell Foamed in Place Insulation-Sin *Thermal Barrier Required Overhang tit 38.7 Close Cell foamed in Place Insulation-67in*Thermal Barrier Required Customer: Acella Construction Corporation Sob Number: 174488 lob Address Hyannis Yacht'Club Hyannis'- - 490 Ocean Street - i Hyannis,MA-- Date Completed• ` 1 0 1 h1sw '.f Xcel Fire Protection. Inc. 11A Industrial Way, Fire Sprinkler Installation, Sales, and Service Salem, NH 03079 (800) 537-3331, Fax (603)-898-9999 Contractor's Material and Test Certificate for bovearound Pir)ina PROCEDURE Upon completion of work,inspection and test shall be made by the contractor's representative and witnessed by an owner's I epresentative. All defects shall be corrected.and system left in service before contractor's personal finally leave the job. A certificate shall be filled out and signed by both representatives. Copious shall be prepared for approving authorities,owners,and contractor. It is understood the owner's representative's signature is no way prejudices any claim against the contractor for faulty material,poor workmanship,or failure to comply with approving authority requirements or local ordinances. PROPERTY NAME HYANNIS YACHT CLUB PROPERTY ADDRESS 490 OCEAN STREET HYANNIS,MA PLANS ACCEPTED BY APPROVING AUTHORITIES(NAMES) HYANNIS FIRE DEPARTMENT ADDRESS INSTALLATION CONFORMS TO ACCEPTED PLANS X YES NO EQUIPMENT USED IS APPROVED X YES NO IF NO,EXPLAIN DEVIATIONS STRUCTIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS X YES NO TO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE X YES NO OF THIS NEW EQUIPMENT? !' IF NO,EXPLAIN HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES? X YES NO 1.SYSTEM COMPONENTS INSTRUCTIONS X YES NO 2.CARE AND MAINTENANCE INSTRUCTIONS X YES NO 3.NFPA 25 X YES NO OCATION OF SUPPLIES ENTIRE BUILDING BASEMENT SYSTEM SPRINKLERS YEAR ORIFICE TEMPERATUR MAKE MODEL ANUFACTURE SIZE QUANTITY RATING DRY PENDENT VICTAULIC 1/2 82 155 Degree UPRIGHT V27 VICTAULIC 1/2 1 155 Degree PIPE AND I P FITTINGS TYPE OF FITTINGS PER NFPA ALARM DEVICES MAXIMUM TIME TO OPERATE ALARM THROUGH TEST CONNECTION VALVE TYPE MAKE MODEL - MIN SEC OR FLOW 0 0 INDICATOR 0 DRY PIPE VALVE Q.O.D. MAKE MODEL SERIAL NO. I MAKE I MODEL SERIAL NO. DRY PIPE TIME TO TRIP TIME WATEF ALARM OPERATING THROUGH TEST WATER AIR TRIP POINT I REACHED OPERATED TEST CONNECTION PRESSURE PRESSURE IR PRESSURE TEST OUTLE PROPERLY MIN I SEC PSI PSI PSI MIN I SEC YES I NO WITH I Q.O.D. W/o I IF NO,EXPLAIN OPERATION Pneumatic Electric Hydraulics PIPING SUPERVISED Yes No etecting media Yes No su ervised. DOES VALVE OPERATE FROM THE MANUAL TRIP,OR BOTH Yes No Deluge and preaction IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT If no,explain valve FOR TESTING Yes No Make Model leach circuit operate Does each circuit operate Maximum time to supervision loss alarm Ivalve release operate release Yes No Yes No Yes No Pressure Location Make and Setting 3tatic pressure Residual pressure Flow reducing and floor Model I (flowing) Rate valve test Inlet(psi) Outlet(psi) Inlet(psi) Outlet(psi) Flow(gpm) y __ J 4 , Hydrostatic: Hydrostatic test shall be made at no less than 200 psi(13.6 bar)for 2 hours or 50 psi (3.4 bar)above static pressure in excess of 150 psi(10.2 bar)for 2 hours. Differential dry-pipe valve clappers shall be left open during the test to prevent damage. All aboveground piping leakage shall be stopped. Test Description Pneumatic: Establish 40 psi(2.7 bar)air pressure and measure drop,which shall not exceed 1.5 psi(0.1 bar) in 24 hours. Test pressure tanks are normal water level and air pressure and measure air pressure drop,which shall no exceed 1.5 psi(0.1 bar)in 24 hours All piping hydrostatically test at_psi ar or_ ours If no,state reason Dry piping pneumatically tested Yes No Equipment operates properly X YES No Do you certify as the sprinkler contractor that additives and corrosive chemicals,sodium silicate or derivatives of sodium silicate,brine,or other corrosive chemicals were not used for testing systems or stopping leaks X YES No Drain Reading of gauge located near water Residual pressure with valve in test Tests Test supply test connection: . psi connection open wide: _psi Underground main and lead-in connections to system risers flushed before connection made to sprinkler piping Verified by copy of the Contractor's material and. X Yes No Other Explain Test Certificated for Underground Piping Flushed by installer of underground sprinkler piping X Yes No If powder-driven fasteners are used in concrete, Yes X No If no,explain has representative sample testing been NONE USED satisfactorily completed? Blank testing Number used Locations Number removed gaskets 0 0 Welding piping Yes X No If yes... Do you certify as the sprinkler contractor that welding procedures comply Yes X No with the requirements of at leas AM B2.1? Welding Do you certify that the welding was performed by welders qualified in Yes X No compliance with the requirements of at least AWS B2.1? Do you certify that the welding was carried out in compliance with a Yes X No documented quality control procedure to ensure that all discs are retrieved,that openings in piping are smooth,that slag,and other welding residue are removed,and that the internal diameters of piping are no penetrated? �• �.,. _ Cut-outs-. Do you certify that you have a control feature to ensure that X Yes No (discs) all cutouts(discs)are retrieved Hydraulic amep a e provided no, explain data nameplate YES No Remarks Date e in service with all control va ve open Name ot sprinKler contractor Xcel Fire Protection Inc. Tests witnessed by For pro y owner signe l e Date Signatures svo,���✓fT�✓o��e�l" For s nn er con I itle Date Additional explanations and notes ARCHITECT CONSTRUCTION CONTROL AFFIDAVIT AT PROJECT COMPLETION Project Name: Hyannis Yacht Club Project Title: Additions&Alterations to the Hyannis Yacht Club Project Location: 490 Ocean St. Hyannis, MA Scope of Project: The general scope of work included a near 100% "gut rehab" and construction of two separate additions at the lower level of a two-story wood frame structure. The existing lower Level area is 6,323 gross sq,ft. The additions to the lower level area were 1,897 qsf. The main (upper) level remained largely untouched with the exception of the installation of a new elevator connecting the 2 levels. Architect: Brown Lindquist Fenuccio & Raber Architects, Inc. In accordance with paragraph 116.0 of 780 CMR, the Massachusetts State Building Code, I, Richard P. Fenuccio Massachusetts Registration Number 7789 being a registered professional Architect hereby certify that all plans, computations and specifications, and changes . thereto, involving subject project have been prepared by or under the direct supervision of a Massachusetts registered architect or Massachusetts registered professional engineer and bear his or her original signature and seal or by the legally recognized professional performing the work, as defined by Massachusetts General Law (M.G.L.)c. 112, §81 R. For the above named project I, or a registered professional architect/engineer under.my cognizance, have reviewed the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. have reviewed and approved the quality control procedures for all code-required controlled materials. I further certify that I was present on the construction site at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine, in general, if the work was being performed in a manner consistent with the construction documents. Pursuant to 780 CMR 116.23 1 have provided.the results of structural tests and inspections to the building official and owner. �EREDAROy ' have submitted, periodically, a progress report r ents of the site visits and compliance of all pertinent ite s to the building official. I have su it a repo , to:he satisfactory completion and the readiness of the pro' t for occup c . o ti,a a No. 7789 py YARMOUTHPORT, Archit c Richar P. Fenuccio `sF MA � Date q�TM 0 M PSgP Subscribed and Sworn to, before me this day of 201, the undersigned notary public, personally appeared o , pro de to me through satisfactory evidence of identification, which is i 4,C J e— to be the person whose name is signed on the preceding or attached ,docume t, and acknowledged to me that he signed it voluntarily for its stated purpose. + 3 1640! Notary Public Notary PublIc Date No ry Commission Expires Alyson Xonkpl Crealth of Massachusetts My Commission Expires on Mar.10,2017, r- CONSTRUCTION:CONTROL AFFIDAVIT_ PROJECT NUMBER: „ 1203-26 - PROJECT TITLE: Hyannis Yacht Club Renovation PROJECT LOCATION: 400 Ocean.Street,Hyannis,,NlA " NAME OF BUILDING: Hyannis Yacht Club SCOPE OF PROJECT: Renovations and'Additions In,accordance with Section 1,16_.0 of the Massachusetts State Building Code,Sixth Edition(MBC), I, . Brian A. Walsh,P-.E.,.Massachusetts Registration No._46077 being a licensed professional structural engineer hereby certify that the necessary professional'services have been performed by myself or my V representatives under,my review and either myself or my representatives have been present on the construction site on a regular arid'periodic basis and have been responsible, the following' STRUCTURAL CONSTRUCTION WORK as specified in Section'116.2.2:. I. Structural components as specified on Allen.&Major,Associaies,Inc.. structural drawings numbered _ SO.I through S4.1 and dated August`25, 200&,` 2 Review of shop,drawings, samples:and other submittals of the contractor as required by.,the construction document's as submitted for building permit, and•app'roval.for conformance to the des' concept. Woik specifically not included in this Construction Control Affidavit to be provided by others shall include,testing and inspection"of materials in accordance with.MBC Section 1705.for the following- building components _ 1. Geotechnical inspection and testing."services.(i..e. soil bearing capacity) • " - -•2:.Materials testin services i.e:bolted connections welds etc. • r g ( ) I certify at this time thatAhe;structural components of the work"described herein have'been satisfactorily completed in accordance with the requirements of the Commonwealth of Massachusetts State Building '. 'Code,Sixth Edition,to the best of my knowledge and,belief,based on construction-observation and review-servicesperformed and described herein and based upon,my review of material andgeotechnical testing and investigation reports(prepared by others). r OF 11M ' WALSH � V STRUCTURAL Signature No,46077 ALA 5" Sulisc d and sworn to " b day o 208.. { 5 NOTARY PUBLIC My-Coriimission Expires On j Air conditioning& L. C. ANDERSON, INC. Commercial Heating 15 Soldiers Field Place Industrial Design/Build Boston,Ma. 02135-1103 Service Tel. (617)779-9500 Est. 1943 Fax.(617)779-9515 May 9, 2011 Acella Construction Corp. 62 Accord Park Dr. Norwell, Ma. 02061 Attn: Saul Schrader Re: Hyannis Yacht Club ENGINEERING AFFIDAVIT: I, Warren Hudson, a Massachusetts licensed Professional Engineer, certify that the HVAC system has been designed and installed in accordance with the Massachusetts Building Code. I certify that I have made periodic inspections of this job to insure that the system is installed in accordance with the plans and sound industry practices and standards. Date: Signature Warren E. Hudson President Name & Title ,.. _ , , J I § - v x 1 k w y c r4 9 Y TWBfASSOCIATES,INC 4 BUILDING CONSULTANTS '°� '' s ' �. <e, r. r; 'f y 130 LIBERTY STREET- UNIT.3B, .BROCKTON;MA 02301 ' PHONE(508)559 0418 , v� R. a �•'� s R ky in � ''r�^xs, ; ..y.fis n w fi i:4,.:- � c + „ `, . x X N M g -V p q- FAX (508)580 56_ - 4imit r L i4 k .+.*;� N' , t ;.i t, °c 'f. S r. � 3 bqf _ _ :111. �, >+ .� .'- k � twbasso�aol corn 4 x yf' h -1, i L a A g FINAL'INSPECTION AFFIDAVIT M'll .f # �zx r� r k `'�< � � � ` � � F µ To the In-Amspectional Services Comrmssioner , kllp f r t rx+ri r -r5r A""ti;;rR v„?, «�_ a.+. ry,w:3 w. �s"�`,' T t x j t ta4`CP"w ✓X,�:' r�x` ,'�.a,.9$ y }'t `a"<w ,Y % [k "`4 ,' .a '+a+, S "' x"� ;::$ 1 '.:.^ .,,"` "ry» y„ ,,� M''p'&" * ,< s 's+ s '�- ".:.X i ti;�'< x '-,+ f t+' `` Pam,- u-„s �' >�^z r - .;a t i,}'+"�s :'"t tz„ $,.r i K�M�,' ' R s+,�'�'.s `'x'"fit >: °,+ 'M 3, t F 4�`,y i ' `E4^5." HL 4 cr'a"'' ^et'. % RE Renovations"for Hyannis Yacht Club,�OceanwStreet;Hyannitt,s ,}MA K' �O A , Electrical , M. , ,,,.$ , ..,., x¢ ' a� �u v v+aT'x i ^S 4r. '�T, tM 4 � �' ?-n x.�: ,x,c� < h s � # §. T u "e„�+.rfts�r�+;,,� s ^t'ASA �. , ,„ 'e='^ .c F, rom'� w ,`S. M F. K,:. 5r sn"`P' ?p°" ' '' 'k •''eTx,.n� 's"7'�: ^, " � _,r.. t.,:: ff ^a�. ,"1 YY�tNo 08 8040 + }4n [ _,a�i._:�. `'rs°rv' ra,�ys��7?G h ._ x �* x��,, , ' ..qet'� 4"'IX', '`''w �`�"„" ' �'t �p s' :','�y 4 m t' ' a6 ,K.- 'w "uv ..` 3 % s `tyaSMSC w "ec �F" M, w vg3i'" �S 5 v ';,�. -.. `� `� v :y �- *y1 :., :h^r'� ,,+ ,rt '. i ti '� k>F �' '� fi '�'. x;! 1 a FYc3 .Y­b_ (, �, n - „fir,_ .' ,,>ssx r n 7�++4k, ,4..` .�s. r., t' " . 'tr.; e t�1w,.;t.a-,",+� t. :_111'!z` 4 Y`* a'-�-'3" a a-t„ v."s "�ti s1.1 xA� This is to confim that,to the best of my knowledge; inforrnation�and belief then LS , f l �S v:"'u` ,-- ^c"+s'`:at�.:;T9 ,"..,sv .gn „y'h"' 2a",c 'k.,em s a- ""11•m+ <trr'," . =eve. *.<v,,'.`"` .... '* #+' «,�1-A �'s',.. ,,1h 12.1, „ t; ,uisfallation of the Electrical work at the;above has been corn leted in:accordance van 0 ,, ;r a3' .,`. wL t e?rY'.r ,,,r, ..-,:s+ `3f �'b �:,.n: ';'�- Y_a �`i ;...t,' `; '�ti,_' ��., p`4m ,..;..4d iy�4's.., ''. "'.:�"�c .xTm �- 4"�jT`- '�..�-P.�` 4#1 i _ ' ;plans designed by this off ce and:conformi .s�to the requirements of�the Massachusetts IV,State 'IF � � 4 `;Code and with the-local codes that are a� licable 4 t � '; ii � �,::+ �; X �A r �� v r' u w iF, ^ *xw rPp „.,i z NO �� r s r �t 3 tix, �, ::'A `�` ; .n�tr ,'`'Rae �'I 4 a+ tfi u,h ,w r L �. 11 ..s a ! K S ,x s +].g t'X"- �.: ,x,d.. � L ^�: `rm+� k �_Fr .� kk '` a* 'r:� ice' - s+ r„ y!, s+" � ;e ` `+ -`4,�'. ...: oL t�^ x. ' r: `E, "'l " "�'.ts«+r '` ...,:,t �a ,�, +, ,W "';"-�S'�r ��y't3 _�":t— �1.W �wa ,:- :' ..'' °b ?t;: ., -,�::'�*w' .' 4.? r' <. _r, n;: 7 t;.... 4a ,_;'a'�"I ,,,sue.., ,',,, tw - .�="r �+ ws„,. ^ � 5. ''�'k` .sk";�:h �r; kC 3E u. -,; aa;",' The com let�ed work�has been its ected b this off ce-orb tits authorized re re entative :, ,,. .„t '41y r ,its '` a- „s -kgk, ,,,,r, i' xkkkkkkkkkk .. _and guaranteed N' the installing Electrical Contractor that the,worK-has Been properly 4 ±,;In. ,;'.1 4-'4.:" . g ,," x M � e°K ;::'S, ^^s s d P :y,. s a[;`�"'' 3 4 7;, .°per. ..� ,?hi '9 'b ' „. 1011�.-:�` ..,. C C ,;',. jt ' °'� .Xat�m�.ro'r``X�Y':, y, 'r',:xS'' ,',s'v �'�.;h ''ro'S"''",=srta-" T;;`,• s''�`r� REiAcom leted and tested* ,, t XW�a ­Wwwwo� +Sl� �+ % ; � , vim,. 1 - 3 S rd ?" :.qy 4 £r1 r ! `�' S �y,d?.,' ,.5'•S"W�' _ - '}`' 6` l'7 .J ;4 '3'' nY,q v c'k, "'k` - ,'l 111 , 1. -3 ,y s..y _ .au -. =3ti :: ."�.'i"rna c` :;: �,.*�'. X rr`. s 3a k` E ,* `u xs. r: d'.., Trt 4,y' ,� Y r H Y,'' `..t ;,i 9s sx: r+ wi. x., ' 4 `5+. x fy4- + .uy �,`,i +ef'.+ x§.r.,>=-. y 'k .'. r * a kwy ,� 3 "g ;,=7.a u� rs j .. .r f.;z a ,.�.^_t,r '"h, #' t �'.;.'+F� '�� !'�,�atWr¢ ..� ¢; i. �j"��y�r` wiz wsi '�' 6' 1'ii M `" ,.yf.y $ h '�' 4 i iS;'�'. e'.' 't,� h "'^" •LC NA " :k`�:..,,� t N: S �.5 ....` �i4µ,x4,Y:� ,"ki .::M y y .�-Y ,+,.;,� ''`]3' �,. R. ..Ell, S" ^s,.,n 's �`' "rd' ,.�� 3 3'�" > v ,'3`4 ...�'r `i� ice'" - I 2 , Engineer Name z Paul=Hartnett A }_ " sx ?St .. z ,,, ? *r .� •es. .a,i r .3- �r a 3,h?zc C m s"'" _;y ri' �,€ 's'Si+, '° c, v: >. v^F 4;�'"''«;:;:.y t°a``" +'. '' .`'r.„"s "'` e'3k,,.i� x"G...:`"-�a. '. ;a-, '. ,'i.Fr''i�."`�` a*+;u-,s, '[ a "a. ty3'S...'�.,,u:.,,: ,, z€? r`?- Gom anY Name TWB(Associates 11�Inc" Y �,,'r �#�x� w <� � } vl_ a g.:.:q .'_?" . 6 P.-:: Q`r•� r am- t 's'+�'x vy'"t- *-s.<i�-h yf. :z L �y A.a:� 1, 3e'x'.[ �z"'�'" r + 'ra"l 3 lh' r .r ° 1.1111,�'� :';P k,,,g �.:'' .,F :y k 's�'§ .r, 5 $E "'x' < f ? :; -. , ' �. - � �.�"'" C' }.�r A .p 4�'rt'nS.r :~- ° L 7 ey�' `x-4 �� " . ;Address 130'Liberty Street, Unit 3B;Brockton,MA U2301 '' '� & .,, w.`t`' w9 w "�Tr � % daa yk e! rsq �� t � § r ; J.:;,�, p "'' ...- ,4t.$, a n x7ry sv., l�`3`: w �" � d `' h,,v '4 ..�'�',ws_111..'�*s%�+ y; & a.:' �' -s �* `9 - �w :p t -, y �� .a Ta„ 4 3 �`�k j x f^ �r r+'' �'� ',,i , �.-.c ,,, .I '.S �5 . b'� .;+= s �, K� '"a :^tpr. w m..la K* rt s-trs :r a ;`,r'l ,a _ 's f+,.'r r rs x.. i^ cs7r ., tl. i �c „,.: r"t: - xt ,�'. .3+.X?. i.+ SS a a4�. t"k' i t': ':� 1.4 �4.... • ;a �., }s 'a 'ig „ ^ '1,a .'::sq ,yµ!x t :;�+ v S, ¢ '4 8 t. 4. t '-''S•',c'Kn 4t �' ,� � � F MA Registrat I I 1 30134 � x 4 - - �: , ,� �. I $ ,� � x- ,t"'� ,"�, ti t ,� '*, c _ a`.�, Nay- Ms < y a g,.�.:,. .;k i,�a e `X ° �, �. "�.;. . a°Y . ' 4 .�� , ,e ��'a �,`rrs*y+ `e w�+any 4,h . y "i`y'"..,k.,.,�t + a;,a a "".';' ,.,��.,r,�„.`,s"�x.�s . *;,,�'S"# r;, r k-q s a�^ F ?,e m� ' 'S. ` v. ' "'4`'`'eJ ''� s k+,.. ` x J, ,aw. �.. 'X ate . a t s i , a e w �;: ' k .+x a s ,�r'.' :' w zv " c' ` arp - - .qx 'P-:. ,;� e'"' +..a 'S- � xa ,nF ,t s v � 1" .,fib ,',Z�'t"dy A'' - .� . a` q " $, ' - < x §a a,., b ?,era,xx �# *A k'3 y �"r`�} 1 `'gsg. VSKSWON 1 7 4viry a w .& r ..._; a E a 1� Vt PA.U ,. ' -,a a k �'n art S'a.,i: X.F� N �.Sy r'� w to { `a:....�S.M'ii, , i �'v s a i . `*mot s ry: r w it,�%�b - . "�"� a`'' g&S �i' y*'"rw u kk nru s' '�, + '#��, z' {� x a C .w 7 s 8 �c M ..,.�',:c' A -� ,,. '� 1 EL Cff:�OlL � ' , rg. ws NO 30134 � � � �ter~ <S u q,r T A d e, i fib, x rh < Ma ,_ �,e +,: r a :- '' y{ ka e F . ... t �?' if (r}cC`Q i C £ Z X r wx z a K { ':.F ;r S i Gp ::2 '.y['��� Y' { k e a( f� ii f NU 3i.'r ,Y ":,aL .*U: $!y,t '",%'{ wry,`f '':•` 'ci '� y O;C��r CtiC.(��� w }„1,y. t ,.r q ,i*: -:�i"„ .: ,. '1Y ":3„s" } if,' ?. ±¢!i a- Sx �'v` 6 k. b } T . '":� M. s a - w S h' �w C :� ,. "> + rf t'` °t4 de.. f .,r a w+�.,ra 5"i`"'�sc'k '$r,F r;F4 }R `kn { + 4� 4,* - *- MAwC "'3 y �`� sr , * r'> s a s M� ,3 £ a r � ': " " w b� ` era d^ ` a ,, 4 k is t „ ss. t ,. � z ,� ti: - so .S '' "� ,f'w �c ''t' S+ ;rIT, AW �+, r^ 'Y n ti' a �;-„a» ,}" ;+ '"" '. + sr', r # ll. _ ,' a+ x + ti' N 4 a ➢ v a r., �„ ,. a °j+. ». �nr y:n r. - x s - t `�z "''. ^r, z r +..,h j"v ''.-' ;F t a , m u f r :_Z � ,"`�,p c ��' rF ,va -w's P r S.. ,� 4r ..+,: f K i rdry 6. br $}t ,j»,F iE:k ,w .'�'; * .�°,� t*+� "f, "' r + f �,. '' ' r:r` arF 1.2wda..,......q-a9,k .k�..-..,,.w...:.....,�n..-.......,.�..,..�.w... _.. ..� - a .. F _ . .-..a._._ ....,.a..,« ,f,. _..... . i t ;' ¢ §•. TWB ASSOCIATES INC; t � � �r , . ., . •, ,. BUILDING CONSULTANTS r: a ,. g a n -C c" ( 130 UBERTYSTREET, UNIT 3B BROCKTON'MA 02301 at a sy � � 1 M, "°� ' tb PHRONE(508}559,0 8M1 ," °� 4 .'-. > , w^ z ;fir FAX (508)580 5649 r -,,- £ n 7.,, s -#'-J r `� " a �. 'a' -c t t.w'" .,,t* +: F ,CRY#� tWhaSS0�80I CO►17ait v: �' a'� ." s. r-"a" tt�5�3 3,r s^,i.: y, a *;r ', u-: r ,"� Sz4 s�*. < y' .�'t t- r - , - - '=a soh`- ," '- a -•r L .. - -. FINAL`INSPECTION AFFIDA`7IT .5 ,a . r � k�t �' t jf "L .�.« i. '> ;4 "t:' .,a*„x.. s'' '"�,-a ' i re kF 4 x ah4, `.�.fit-' 'w y "` a .J'i4i '' ,"'.`+s"�,T x, ,k 0 41 } s ..ate. . " tea: a rr+ . tf y a ,tp a x »R 2-0 11 ,TO the Tnspectiorial,ServiceS Commissioner; _ �{y x a ,,'.w ; 4 "� . -,4,� ;, ; ,` h s a:,, ar%..,y ',r,� o •;a*' a,� -tins s --;ipn r.'.'1 `�r.�'.pY '� Y+b # �d.:?'Lt1«.a'aS£. 4 r °.t"IjYR +' '.�. �`� r' h t d x' s•a. :. 9a' a ¢r$ .: a 7 .r n u F"ai°s 'L=a,•, iAc y k :RE Renovations`,Hyannis Yacht Club, Ocean Street;Hyannis;}MACS a 4 ; r ,� �.. C v' n,n •rt ,y L4'f 1`.S� ' i ±,, ' f y, � *k4 .k '-f,. 6 , t Plumbing _ -- : 7 �,�. -? �. .t.� - � �� 4 3 TWB`1Vo 08 8043 * Rz ,tip _ ,u. , ,, `° .a ,�f x ,, x;. i p-+5 f 't .g'"". • 4r�' 3..i+ - ad k r',�- * ;^ 31 sf. r c ,,rt�k� �,..'4@'� ' +,�k - 's2- 's 3 `� -., `�"'- .max' "' '2k This is to conf rm that,to the,tiest of my.knowledge;uiformation,and belief the ' , & # .. tat _�st'£- a m ' w. .. txa c5 '" �i`'k`-,'� n ` �y.2. 'uistallation of the Plumbing work at tlie-above,has been completed in accordance with . Y lans desi e l b this office and:conforms to tlii-e irexx 1Tients`fth~e: fn h € K. -z a : m.A... t e s.. ` rt P ;, _ y _�kx � � q, Massachusetts States :Code and with the local codes that aze=a lica le� �"' �" � '_� � R ; `� d e `.+t_ N fi ..,+ .t ..+r "'k e Y r ��:;Pl? +``h,.i�'}�`d t fi'k' w- 1'_� ` J*X' :a a *,- x,X e „t '„ c I — '.t ,_.: ; a'I a' .. t ,n a, +.i;<:_ ."t„�x ,� -"d ��,. �A ,M ,� �' a�,. �+�i•K &�',: ��"�=�,v t '� ,�� _x,�x- .+># '` „�. '' c„c t, �»,� ti ? a,.` >r t,: ,� .., "* `' ; '`,'! , a, "•* its ,a„ }, I .I The completed work has*been inspected:by this office or'by it thonzed rp�s7j�resentative r, t�� �m; � ' s +•K -.I," :2^RS rX'ai.. a,..x'a-3".'°— ,A...-:.t. �, a.. `_ ,d. `':: .' 'ti`+'_ i _'`Al','§�'°'�._e',�Ci".^' *°. .:r ,+'s `Y..'s'bti.'Ke'',.K.K'�,.-,i�". �' 'n u.�. '• .t, uk:.. - ''a•3"i4`. and guaranteed by the installing Mechanical Contractors that the"work has"beenk ronerl j �,,t,I h K t�e y1 `".*, �,.`M i x9?. 3 u ,.;, ` r:W �x,;'. a# " rr '« .� ,A'' .;14``F,'4 d '"''""kk € ,'I^.4.,w .�- 2' y c &3 x d a s �"'� �� ,. s, ss .a✓ * N; '` Y' '� t , 4i + � vS coin leted and tested =a 1 1 �> ,� �?� �� � � s µ ��R;IWpf1[wEN fi,iP1FFFk1V_1�l�kgf�r�t,k�tili;ft�"�!V!Vit.;gIfVpr�rI&�II1�'!�K,_I-�n,�'j�­'-�,_��,?�,��k�.d�1��-!---,�-­2,h 1.­,7,A—__�N.- p #r cn �.l.> ,"; '`"" 8:nx-4 a *•� ->�„ zN F" .�y s x �4' '.,,y'. ;. " €'q` r"`'2'° };.r�a. t. , a�+' P„.". r � xs < � z ;* fi C ram, 'nr'r-t, '• ��.vh c - �h:t t=: `d...,.. -s r ."'.F `.w+ -� ->�'' " s-,M `'.� a:r., i x: urn Y#�^"'.`�e `.9-�,' ak" ,? x,+€y a k- "?t ni .^` �- u � a R n�'e �.� 3 •. }<.. a .,'; *Xt, she,...: A':'. 2 �'�..3'r'� 'k' ". a; :'i,#n +.ryn. .. 1 t � i *#.t {.. ;.'�'S. $ns.4 z ." � {'1f`,.�a kvr" ''�.p.!!,d �"" > a ..: Final Punch List items still;toi be-reviewed -° �� .` � T '.I 4 ,'sx < x"° '�_,>," �x-aiA i - ,d. ,e,• -. Y:`s. x - ;_a ;_-;'�.r �x tr' t`_.a f ,nt` "t�Ki"3 ` t' b �.'� ;'"K 4 Y+" C g ;`3,xi`- 3,s'`�"s�` R x,; r:. �7:{ 'i u'-�3 1�'•",p"hT "$ aYf' `� Y� x:.mc�k. ,,+��`'`z''�,- w�� s e iw t' w d `;� `G# 1 '�a.i.�t'` r 1t''' .'�'��" 'ti,�, '".a,x�.`„,.��' �` -8' 'c�� 5"'`,' •"� � '','"%:: Engineer Name Allan R Moms 9, "� zx'"-" .-. g I,i s x_`-�' .`�.i 3 - *-r .y"� a` '� s T,"f i t '« .:�•3a r 9 s,,,I'hsv�,,.+._- .7 -*t ,�,?:+ �a rtt ^c. ,:�. 4 ax ,:„ g -. ..�;-a"'t ^`mot--,�F. k =a"i"�n� #c:. 'o :v� ..>ssy„ t-1r,y._' t.*,.' 4`t'* z. .«1 ,.xw >�d+�-' "k a ro ,,.:RS...,k - r_w `1 ..-Kam^' $ .R,,�i .f''`,."�.r,,...+� N .$ts, G ,a �i �' "'W.� `� �, -,3.++t ', '�'SLg3 }':dt,^Y 1 ;,r�` �.+n +""'z r s ,. Company Name TWB AssociatesInc _ w _� A '=� , ' '`� �' ,-,�5t1 < .;,'a''`�T. x 6 e r�.; "� ��h:' k '„'„`a;°,=',` �' '.1'.�iz:-k lit""'" `* „t ',vw „�.;, ; '' T.�44 't+''a s r.., :,„,., a� t" a " Y.�v.:e a r - S ." ' -*^b;+, �, °�tl+,��A" '# a°4c "-^�ro7 tt s , Address 130 Liberty Street,Unit 3B,B'rockton MA,02301' , �� V' * t N£ #,z N, . .:� 'fit '`` e - " :$':`s"s�r -r4°ju.�, 75- -.ro �*�3'"�L s vk-"s 0. I;. <,>a- s« -° .a _ '}' .w x�:+t ,+' ".t� t,5.: '*-' r '� q c 'T :+ a s' _ 'i''1 z.� t"`t 5c.:a�:;- i s" .`; a';'`.:'�r .::r .,b. +y. ->: .:=fit*5 ;t«tr,:i'zy�# .ri .py� 4 ,v ,;,,9' ..y�'uT"'�,4` � , s` .. ^"2*ae.n e, �1,,:c., w,-"`u.d "' a.:" MA Registration No 13505 d �: _ k _Az t --s it i .* qq:i q x. 'x +`'-`i it a- aa, �. .r' t" . :_F x M r k M` x xi r „ , a : . p ';tp' W»i r m'lrt 1 r Asn' f .' !s ro d' y# +r. M 'i" '.i. d'n" "'i'z 's" `4:.i v §h '"ll z tt 3 -Y Qf�An �' s a &v o Y; ; } c..r. p, '•'nN �°j' '- T r a }6 _.•^` s•°F."a-" '?..ns.1 .i< ..,•s, x `' t �,�"� v.y n..��Lf rt ­:"'�` 's "'�, h ,,. y.tom *.. t' � .', � +r<, 1 'r-°`, i �,yr'x�u � ,�.'r .ate °, ',_,' r ,. t �aa:� ^ r G m , r F '� �} n �xv � � do-, �, Yx JF x v "'f`%iv 1F 4 A"., s.. z a ;s s ^�' bM �4g,;..t ,z �+Rw.•a .; 1.'t c.? �3'8 _ m*.a er�";'a _, 3 '£` #a- = t '. x te• i i w¢ aat �t .9 'fwS et'"..4 is+ ,.F yr a t:, e. ,� .. 2 't xe, .a `a°4. a '.` x. ;.iM a - ram,-t c $ „� # -` � 's. 4 .'� L ": n�, 3 '� a.a ", ate. v ;, « rt -E. i....-:- F�J c3 ,k v� ,, f Nr > '� t i` Pik e -_- r _._4 f. '�'k: S.{ s�` 4 .`c° x ja ' ' ,�; z .. .� .s. e 't :''.,i Sk •,c -1 to -d 2 t r r 7 aim ' T n e- X a_, r QJ� t ' y t �' u 4 3 fir':. "�^ &, x -* ,�` :f ,« -, fuse; 4 - ,4. Lr ,* '.�,„� r� �a; , y ht x�, Yw3 rv'"�... yL k't '`r:`s C�. .k. :fir"' 'S ra'v. , 4.P'.:f '. t ,x`a5��'aus"s3 iu�` g v�. fie' , .:e ,.t v "� y � s,k ��'k M `4 `.k �Ss -., tx, Ey<, tL ; ,T -.# ` :q a ..x' t.. :'� ,4 s 3: a t " '. .x 3 `l, c _„r F" k L A s F '� •n{S 4zY .0 "' t 4 k ",A' Y� K {%Y'` < k,a. ( t< , p 1 � � � vf' C 1 4.2 yaf .t, - a s. 3 �: x i ' z " t sz * '.F %` m cs: kytt k 'n 4 'e aE ' u a . . F - ' 4 - + - - LL tF Ef F gVA S A, r a _ a , ,'t ,— , � � � o � g "* wf,y xn �«wyfl �� r kakC �Lsat x i Y B �' ,. 5.,,,. a t t r: a t } Y Ff #" k �'' t' . "t s ,� 's s c k -3^ s 114� z M r r -.fry i ,�. € ,� p ' :.....oa m..•.,. c...v . i 0 It Commonwealth of Massachusetts Sheet Metal Permit Map Parcel Date: Permit# 61 ,--1 ' XPRESS PERM ter j Estimated Job Cost: $ 9 ' mtt Fee: Plans Submitted: YES NO MAY 0 7 2013plans Reviewed: -YES NO Business License# Y6 Tnini �� B AA License# � BLE Business Information: Property Owner/Job Location Information: C7t3r� 4- � " " C Name:. G© �YS S =-hc. Name: _1 '.l Street:. 70 ve, Street: IL/1 a �S City/Town•- 'A//aC/�c,�� M'1 lj' _ Gifiy/Town: �/Y A Ir Telephoner Telephone- Photo I.D.required L Copy.of Photo I.D..attached: YES NO sr�trao�s8i J-1/M-1-unrestricted license k J-2/M-2-restricted to.dwellings 3-stories-or less and commercial up to 10,000 sq,ft./2-stories or less Residential: 1-2 family, Multi-family Condo/Townhouses' Other Commercial: Office Retail Industrial Educational �. Fire Dept.Approval Institutional_ Other. Square Footage: under 10,000.sq. fL iJ over 10,000 sq. ft. Number of Stories: 4 -Sheet metal work to be completed: New Work:_ Renovation: , HVAC Metal Watershed Roofing: Kitchen Exhaust System tl" d Metal Chimney/Vents Air Balancing T�ja Provide detailed description of work to be done: iu)le 16 ; 1441) f "A i INSURANCE COVERAGE: "I have a current l ability insurance policy or its:equivaient which meets.the.requirements of M.G:L Ch..112. Yes ZN6 If you have checked Xr&indicate the type of coverage by checking the appropriate bok below: I A liability insurance policy ( Other type-of, indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112.of the Massachusetts General Laws,and that my signature on this permit application wares this requirement. I. Check One Only tuJ Owner lid00e Agent ❑ . ! Signature of Owner or Owner's Agent } By checking this box[],I hereby certify that.all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the-permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter_112 of the General Laws: Duct inspection required prior to insulation installation:.YES NO Progress Yns�ns i Date - Comments.- Final ns en ction Date Comments e Type of License: . 3Y 52/m aster Me Q Master-Restricted i. ;dyjpWn OJoumeyperson Signature of Licensee Dermit#. � ❑Joumeyperson-Restricted License Number: ee$ Check at www.tttass novldtil I. ii nspector Signature of Permit Approval The Commonwealth of Massachusetts William Francis Galvin - Public Browse and Search Page 1 of 2 The Commonwealth of Massachusetts William Francis Galvin Secretary of the Commonwealth, Corporations Division �=y One Ashburton Place, 17th floor Boston,MA 02108-1512 Telephone: (617)727-9640 HYANNIS YACHT CLUB Summary Screen Help with this form Request a'tCertificate_. ?� The exact name of the Nonprofit Corporation: HYANNIS YACHT CLUB Entity Type: Nonprofit Corporation Identification Number: 042000996 Old Federal Employer Identification Number(Old FEIN): 000008228 Date of Organization in Massachusetts: 02/27/1941 Date of Revival: 05/06/1994 Date of Involuntary Revocation: 11/17/1986 Current Fiscal Month/Day: / Previous Fiscal Month/Day:00/00 The location of its principal office in Massachusetts: No. and Street: 490 OCEAN ST. City or Town: HYANNIS State: MA Zip: 02601 Country:USA If the business entity is organized wholly to do business outside Massachusetts,the location of that office: No. and Street: City or Town: State: Zip: Country: The name and address of the Resident Agent: Name: WESLEY RICHARDSON No. and Street: 490 OCEAN ST. City or Town: HYANNIS State: MA Zip: 02601 Country: USA The officers and all of the directors of the corporation: Title Individual Name Address(no PO Box) Expiration First,Middle,Last,Suffix Address,City or Town,State,Zip Code of Term PRESIDENT MARK SEXTON 45 HARBOR BLUFFS ROAD 10/11/2013 HYANNIS,MA 02632 USA TREASURER RONALD H KESSEL 62 STRATFORD RIDGE 10/11/2013 MASHPEE,MA 02649 USA VICE PRESIDENT JOHN A.STOCKHAUS 80 WALNUT STREET 10/11/2013 MARSTON MILLS,MA 02648 USA CLERK VICTOR J TAGLIAFERRO 9 HEZEKIAH WAY 10/11/2013 WEST BARNSTABLE,MA 02668 USA http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True&... 5/7/2013 The Commonwealth of Massachusetts William Francis Galvin- Public Browse and Search Page 2 of 2 DIRECTOR NEIL L RINGLER 4 WINDYNOW LANE 10/11/2013 EAST SANDWICH,MA 02537 USA DIRECTOR GREGORY DEEGAN 117 COTUIT BAY DRIVE 10/11/2013 COTUIT,MA 02635 USA DIRECTOR PERI S WENTWORTH 222 PLEASANT PINES AVENUE 10/11/2013 CENTERVILLE,MA 02632 USA DIRECTOR KIM E.HOFFMAN 71 HICKORY HILL CIRCLE 1 0/1 112 01 3 OSTERVILLE,MA 02655 USA DIRECTOR MARKS.CONROY 57 OLD MAIN STREET 10/11/2013 WEST DENNIS,MA 02670 USA DIRECTOR GARY S.MURPHY 460 CHURCH STREET 10/11/2013 WEST BARNSTABLE,MA 02668 USA DIRECTOR GREGORY R.EGAN 55 HOLDER LANE 10/11/2013 WEST BARNSTABLE,MA 02668 USA Consent _ Manufacturer _ Confidential Data _ Does Not Require Annual Report Partnership _ Resident Agent _ For Profit _ Merger Allowed Note:There is additional information located in the cardfile that is not available on the system. Select a type of filing from below to view this business entity filings: ALL FILINGS I� Annual Report l Application For Revival Articles of Amendment x` Articles of Consolidation-Foreign and Domestic UIewFlltn s°_ New Search Comments 02001-2013 Commonwealth of Massachusetts All Rights Reserved Help http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True&... 5/7/2013 2M Commonwealth of Massachusetts Department o Industrial Accidents 01 eP f Office oflnvestigations 600 Washington Street Bostoit,`MA 02111 wwm.massgov/dia .' Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers APPReant luformation Please Print Legibly Name(Business/orgmizationandividual): PO ed C= .Address: 3�2 — ��- 0 Vx City/Statelzip � pt+ow Phone* %7� _Tp' _ 7� AVI u an employer?Check the appropriate box: -Type of project(required),; 4. I am a general contractot and I 1. am.a employer with ❑ g employees(full and/or part-time).*, have hired the sub-contractors 5 ❑New construction.: 2.❑ I am a'sole proprietor or partner- listcd an the-attached sheet: 7.'❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working forme in an capacity, employees and have workers'. . Y cap nY, 9. ❑Building addition [No workers'comps.insurance comp.morance.$.' required-] 5• ❑ We are a corporation and its ME]Blectricat repairs or.additions: 3.El aim a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself [No workers'chimp. right of exemption per MGL. i2:Q Roof repairs insurance raptured}t c.152,§1(4),and we have no . employees.[No workers' 13.❑Other comp:insurance regiured.] *Any applicant that cbecks box#1 must also 0 out the section below showing they worlmrs'compensation policy uhforuntion. t Homwwnets who submit this affidavit indicating they are doing aH work and then hire outside cantractors must submit a new affidavit indicating such. SCanftactors that check this box must attached an additional shad showing the name of the subcontractors and state wbether oruot those entities have employees. If the sub•contraelors bave employees,they must providt their worrkmtl comp.policy number. I am an employer that is providing workers'.compensation insurance for my employees. Below is the policy and job site information. Insurance:CompaayName Policy#or Self-ins.Lie.#: /6 P_tg rla e/t./0-w— Expiration Date: Job.site Address /7 d _ C`''1"". 5 City/State/Zip: it►�fs�►<S . Attach a copy of the Workers'compensation policy declaration page'(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a . fine up to$1,500.00 and/or one-year rtnpnsonment,as well as civil penalties in'the form of a STOP WORK ORDER and a fine of up to$25000 a day against the violator. Be advised that a copy�of this statement maybe:forwarded to the Office of Investigationsof the DIA for irmnu ce coverage verification I do hereby certify under.the pains-and penalties of perjury.that the information provided above is true and correct Signature /G�'�/. Date: : Phone#:. l �— 71 0 Official use only. Do not write in this area,to be completed by city or town offlciaL City or.Town: Permit/License# Issuing Authority(circle one). 1.Board of Health I Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other _ I Contact Person: Phone#: i Town of Barnstable Regulatory Services ssa IASS ' Thomas F.Geiler,Director Building.Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601. . www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Pro a xtyOwner Must. p Complete and Sign This Section If Using A Builder. C ,as Owner of the subject ro l P PAY hereby authorize Gloobco to.act on my,behalf in allrmatters relative to work authorized by this building.pertnit : . . d �l� (Address of Job) **,Pool fences and alarms are the responsibility of the applicant. -Pools . are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. 4f, Signa e.o Owner Signature of Applicant O A� WC/L 4-thy,,,,, S Print Naine Print Name Date. Q:FOR M&OWNERPEROSSIONPOOL5 l FIOOD INFORMATION - J01501739703 MAX EXHAUST PLENUM HOOD.CONFIG.I OPTIONS HOOD RISE R(S> HOOD NO. MODEL LENGTH LOOKING TOTAL CONSTRUCTION END TO ROW HOOD OPTION TEMP. E%H.LFM VIDTH LENG. DIA. CFM S.P. END NO. ' 1 5412 7.0DIt' 100 Beg 2450 10' 23' 2450 -0.963' 430 SS ALONE ALONE i BACKSPLASH 80.00' High X 84.00' Long X 1.00' Wide Insulated 430 SS SND-2 Where Exposed INSULATION FOR TOP OF HOOD FILTER(S) LIGHT(S) UTILITY LABINELE FIRE HOOD ODD H FIRE SYSTEM ELECTRICAL SNITCHES NO, TYPE QTY.HEIGHT LENGTH pTY. TYPE WIRE LOCATION SYSTEM ANGIN GUARD TYPE SIZE MODEL q QUANTITY PIPING VGHT I Captrnte Solo Filter wl 4 20' 16' 2 Incandescent Light Flxt 1 NO NO 369 20' 20' LHS SND-2 Series SpeeHieotion The SND-2 series hood Is low prozlnity exhaust Ventilator shall be furnished with U.L.classified U.L.Incandescent light fixtures d globes shall The hood shop be ETL Listed 'Exhaust Hood only hood.The hood shot(have the size,shape aluminum baffle inters,suppUed In size and be Installed and pre-wired to a Junction box.The Without Exhaust Damper',ET L Sa"Itatian Listed and performance specified an drawings. quantky as required by ventilator.The£liters Ught fixtures shall be Installed with o maxImam of and built In accordance with NFPA 96,The hootl shall extend the full length of the hood and the 4'0'spacing on center and allow up to o 100 watt shall be listed far 450'F cooking surfaces at 228 Construct',"shall be type 430 stainless steel filler panels shot(not be more than 6'In width. standard light bulb. CFM/it and 600-F making surfaces at 294 CFM/ft. with A e3 or N4 polish where posed.Individual o.ponent c nstruction shall be determined by The hood manufacturer shall supply complete The hood shop hove. the manufacture and ETL.Construction shot(be omputer generated submittal drawings Including -A double wall Insulated front to eliminate dependent on the structural application to hood section viers)and hood plan vler(s).These condensation and Increase rigidity.The insulation minimize distortion and other defects.Ali s drawings must be ,,liable to the engineer, shall have a flexural modulus of 475 El,meet UL Joints and penetrations of the hood enclosure to architect and owner for their use in 161 requirements and be In accordance with NFPA the lower outermost perimeter tha4 directs and construction,operation and maintenance. 90A and 90B. captures grease-laden vapor and exhaust gases -An Integral front baffle to direct grease Iaden shall have a Ilquid-tight continuous external wetd Exhaust duct collar to be 4'high with V flange, vapors toward the exhaust fitter bank. In accordance with NFPA 96.Hood shall be wol( Duct sizes,CFM and static pressure requirements -A built-in wiring chase provided for outlets and type with fully re(ded 10 gauge corner hanging shot[be, shown on drawings.Static pressure electrical controls on the hood face and shall angles, corner hanging angles have a.625 x 1.500 requirements shot(be precise and a rater air not penetrate the capture area or require on slat pre-punched at the factory,allowing hanging velocity and volume Information shall be accurate external cha seway. rods to be used for Quick and safe Install,tlons, rithin i-Ft increments along the length of the -A removable grease cup for easy cleaning. Hanging rod and connection Is provided by and ventilator. Installed by others. INCANDESCENT LIGHT FIXTURE-HIGH TEMP ASSEMBLY,INCLUDES CLEAR THERMAL AND SHOCK RESISTANT GLOBE<1_55 FIXTURE) I 1'LAYER OF INSULATION FACTORY INSTALLED -� 54' ON TOP OF HOOD.MEETS 0 INCH 10' EXHAUST RISER REQUIREMENTS FOR CLEARANCE TO COMBUSTIBLE L HANGING ANGLE SURFACES 4' 23'--� 20'CAPTRATE SOLO0- 12'NDM. .FILTER WITH HOOK 54' U.L. Listed Incarldescerit Light 3'INTERNAL STANDOFF - Fixture-High Temp Assembly -T IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED-COMBUSTIBLE 27'MIN.—� AND COMBUSTIBLE MATERIALS [S IN COMPLIANCE WITH 48.0'MAX ® de LOCAL CODE REQUIREMENTS. 1.00-WIDE INSULATED GREASE DRAIN BACKSPLASH BO.00',HIGH - WITH REMOVABLE CUP X 84.00'LONG BO'AFF TYP, 42' 42' EQUIPMENT 7' 0.00'Nom./7' 0.00'OD BY OTHERS - PLAN VIEW — Hood ##1 7' 0.00" LONG 5412SND-2. CUSTOMER APPROVAL TO MANUFACTURE[ - SECTION VIEW - MODEL 5412SND-2 HOOD — #1 Approved as Noted ❑ _ - JOB Hyannis Yacht Club Approved with NO Exception Taken ❑ LOCATION Revise and Resubmit ❑ DATE 4/17/2013 JOB# 1739703 SIGNATURE Int&-M O jN DWG# 1 ORAWNBY MRG Your Tlae Date REV. SCALE 3/8' = V-0' - - --FAN #1 NCAI6HPFA - EXHAUST FAN' EXHAUST FAN'INFORMATION - ✓06 1739703 . UNIT. FAN UNIT MODEL 8 MODEL TAG Cl. ESP. RPM H.P. I.. VOLT FLA.WEIGHT�(LBS.)SONES - - 'FEATURES, ' .1 - NLA16HPFA ACAI6HPFA 2450 1.500 1317 1.500 I 20H 10.2 151 - 12.2� 39 3/B � .: - ROOF MDUNTED FANS., - -. - RESTAURANT MODEL FAN OPTIONS -ULT05 AND UL762 FAN AMCA SOUND AND AIR CERTIFIED UNIT - OPTION(Oty.-De—) - - - WIRING.FROM.—OR TO➢ISCDNNECT.SWITCH NO. -VEATHERPROBF DISCONNECT ' ] 1-Greose Hox , HIGH MEAT®EFICATI 30TE (119•C) ACCESSORIES GREASE CLASSIFICATION TESTING FAN FAN FAN EXHAUST SUPPLY 33 314 NORMAL TEMPERATURE rEsr UNIT UNIT - -' - 22 5/8 EXHAUST FAN MUST OPERATE CONTINUOUSLY" 'WHILE;E%HAUSTING AIR AT= (149•C) NO. TAG GREASE GRAVITY WALL SIDE GRAVITY MOTORIZED WALL - UNTIL ALL FAN PARTS HAVE REACHED CUP, ➢AMPER MOUNT DISCHARGE DAMPER DAMPER MOUNT - THERMAL EOUILIBRM,AND WITHOUT ANY - DETERIORATING EFFECTS.TO THE FAN WHICH 1 YES - - _ REASE BRAIN a WDULD CAUSE�UNSAFE OPERATION. . L -ABNDRMAL FLARE-UP TEST _ - - EXHA UST'FANHUST'OPERATE CONTINUOUSLY' NO. ON WEIGHT ITEM SIZE a - WHILE EXHAUSTING BURNING GREASE VAPORS FAN - - 2 AT 600•F(316•C)FOR R PERM OF 15 MINUTES WITHOUT THE FAN BECOMING 1 R l 41 LBS CUnb 26.500'V-x 26.500-L x 20.000-H Vented Hinged - - 16.1/2 _ _ DAMAGED TO ANY EXTENT THAT COULD CAUSE- ... .. .. .AN UNSAFE CdND nun 24 OPTIONS . . . . . _ ze GREASE BOX . . . .wrvErva wrt¢Arvn ucr srsFs Aa custaArm usow Ax - - _ - ,A DUCTWORK BETWEEN v¢mrr x smum m,xm A awsr Nuam s(xR Fw. - - - EXHAUST RISER ON HOOD - CALCULATIONS UTILIZED s ND-2 EHANGINGµANGLE A L AND FAN(BY OTHERS) ETL LISTING DESCRIPTION - - -THE -CAPTIVE AIRE MODEL - ® -. - •, - - - - 6 1/2• SND-2-HAS BEEN E.T.L. PLEASE NOTE:THE HOOD MAY BE INSTALLED 26 1/2 TESTED, LISTED; AND - WITH A INCH CLEARANCE TOCOMBUSOBLL MATERIALS IF CONSTRUCTED IN ONE OF THE FOLLOWING METHODS: APPROVED TO EXHAUST - I INCH DYER OF INSULATION(TYPE 475)- - VENTED OWENS CORNING JOHNS MANVIl. CURB A MINIMUM OF 294 CFM PER au FIRE WRAP -1 INCH INSULATED BACKSPUSH yJ. LINEAR-FOOT- - .3 INCH UN-INSULATED AIRSPACE .. 20, BACK-RETURN(BR SUP PY PLENUM - - OVER 600 DEGREE COOKING THESE RATINGS APPL�TO TOP,ENDS,BACK EQUIPMENT. - - REPORT PNUMBER:3054804 001NT OF THE EXHAUST 00D _ _ _ - _ - STEEL26 UGE - - INTERTEK TESTING SERVICES NA-INC. - CONSTRUCTION ISSUED 11/2004 TO CAPTIVE-AIRE SYSTEMS' _ - - 6 \ CAPTIVE—AIRE HOODS ARE /� `3 FLANGE- BUILT IN COMPLIANCE WITH ROOF OPENING . 24. DIMENSIONS NFPA #96pi— . . - . . . . . . . - ..- .NSF - -UL 710 & ULC710 STANDARDS - - E.T.L. LISTED 3054804-001 - IMC 2009 F GENERAL NOTES SECTIONS 507,508,&509 .CUSTOMER APPROVAL TO MANUFACTURES APP�eYed PD Noted - - O - _ _ ' JOB Hy annis Yacht Club - - qpp sl I<N Np E PtlRn.Taken ❑ LOCATION. ' . - Rev1 �d R...bNt - .� - DATE -4/17/2013. - JOB# 1739703- SICNATURE - .._� 10tareK O DWG# 2 - DRAWNBY MRG I-retie - .Bute - - - - REV SCALE 3/8' 1'-0'. - ODTION Jobii f 739703 MAX. EXHAUST PLENUM HOOD C➢NFIG. rip OPTIONS HOOD RISERS) HOOD NO. MODEL LENGTH COOKING TOTAL CONSTRUCTION END TO ROW HOOD OPTION TEMP. EXH,CFM VIDTH LENG. III&F S.P. END NO.5412 7'0.00' 600➢eg2450 l0' 23' -0.963' 430 SS ALONE ALONE 1 BACKSPLASH 80.00' High X 84.00' Long X 1.00' Vide Insulated 430 SS SND-2 Vhere Exposed INSULATION FOR TOP OF HOOD FILTERS) I LIGHT(S) I UTILITY CABINET(S) FIRE HOOD HOOD WIRE FIRE SYSTEM ELECTRICAL SWITCHES SYSTEM ANGD NO. TYPE PTY.HEIGHT LENGTH OTY, TYPE GUARDLOCATION TYPE SIZE MODEL p QUANTITY PIPING WGHT 1 Lnptrnte Solo Filter rl 4 16 20' 20, 2 Incandescent Light Fixt NO NO 3B9 1 20' 20' LBS SND-2 Ser(es Speclflcafion ' The SND-2 series hood Is low proxinity exhaust Ventilator shop be furnished with U.L.classified U.L.Incandescent light fixtures d globes shill The hood shall be ETL Listed as'Exhaust Hood only hood.The haad shall have the size,shop. aluminum baffle Filters,supplied in size and be installed and pre-wired to a Junctlon box.The Without Exhaust Damper',ETL Sanitation Listed and performance specified on drawings. quantity as required by ventilator.The filters light fixtures shop be Installed with a oximum of and built In accordance Ith NFPA 96.The hood shall extend the full length of the hood and the 4'0'spacing on center and ollow up to a 100 watt shall be listed for 450'Fr coo king surfaces at 228 Construction shill be type 430 stainless steel filter panels shall not be more than 6'In width, standard Ilght bulb. CFM/ft and 600'F cooking surfaces at 294 CFM/ft. with a 43 or 0 4 polish where exposed.Individual - component c..*r ction shall be determined by The hood manufacturer shall supply complete The hood shop have, the m nufacturer and ETL.Construction shall be computer generated submittal drawings Including -A double wall Insulated front to eliminate dependent on the structural appllcatlon to hold section vle,(s>and hood plan vlew(s).These condensation old Increase rigidity.The Insulatbn minimize distortion and other defects.All s drawings must be available to the engineer, shall have a flexural modulus of 475 EI,meet UL Joints and penetrations of the hood nclosure to architect and owner for their use in IBI requirements and be In accordance with NFPA the lower outermost perimeter that directs and construction,operation and maintenance. 90A and 90B. captures grease-laden vapor and exhaust gases -An Integral front baffle to direct grease laden shill have o Uquid-tight continuous external weld Exhaust duct collar to be 4'high with V flange. vapors toward the exhaust filter bank. In accordance with NFPA 96,Hood shall be wall Duct sizes,CFM and static pressure requirements -A built-In wiring chase provided for outlets and type with fully welded 10 gauge c r hanging shot(be a shown on drawings.Static pressure electrical controls on the hood face and shall angles. r hanging angles have a.625 x 1.500 requirements shop be precise and accurate;air not penetrate the capture area require cn slot pre-pu ched at the factory,allowing hanging velocity and volume Information shot(be accurate external chasewoy. rods to be used for quick and safe Installations bons. within 1-ft Increments along the length of the -A removable grease cup for easy cleaning. Hanging rod and c ection is provided by and ventilator. Installed by oth¢rs�n INCANDESCENT LIGHT FIXTURE-HIGH TEMP ASSEMBLY,INCLUDES CLEAR THERMAL AND SHOCK RESISTANT GLOBE(1,55 FIXTURE) 1'LAVER OF INSULATION FACTORY INSTALLED REQUIO EMENTS MEETS CLEARANCE INCHD.FORCOMBUSTIBLE 10' EXHAUST RISER SURFACES J_ HANGING ANGLE 4' 23'^-� 20,CAPTRATE SOLO 12'NOM. FILTER WITH HOOK 54' U.L. Listed Incandescent Light 3'INTERNAL STANDOFF Fixture-High Temp Assembly IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED-COMBUSTIBLE "--�, AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH 48A'MAX ® ® LOCAL CODE REQUIREMENTS, L00'WIDE INSULATED GREASE DRAIN BACKSPLASH 80.00'HIGH WITH REMOVABLE CUP X 84.00'LONG 80'AFF TIP. 42' 42' EQUIPMENT 7' 0.00'Nom./7' 0.00'OD BY OTHERS - PLAN VIEW — Hood #1 7' 0.00" LONG 5412SND-2 - CUSTOMER APPROVAL TO MANUFACTURE- SECTION VIEW - MODEL 5412SND-2 HOOD - #1 Approved aw Noted ❑ JOB H annis Yacht Club Approved with NO Exception Token LOCATION ❑ - - Revise and Resubmit ❑ ��(\(\�������� �/� �'(�^�,✓y�('1 DATE 4/17/2013 JOB# 1739703 SIGNATURE ip O M DWG# 1 DRAWNBY MRG I...Title Date - REV. SCALE 3/8' = 1'-0' I EXHAUST FAN NATION - 1739703 FAN #1'NCAIGHPFA -.EXHAUST FAN' - FAN - UNIT AN UNIT MODEL# MOIkL TAG CGM ESP. RPM H.P. 0 VOLT ILA VEIGHT(LBS.)SONES - - - - - "FEATURESi " l NCAI6HPGA NCAI6HPFA 2450 1.500 1317 L500 1 208 10.2 l51 12.2 39 3/8 ROOF MOUNTE➢PANS. " -RESTAURANT L762.MODELOFAN PTIONS -ULT05 SOUND UAND AMCAWIRING, SOUND AND AIR CERTIFIED UNIT - OPTION COty:-DeSCPJ - - - - WEAM,PROOMOTOR TO DISCONNECT SWITCH VEATNERPRppf DISCONNECT - 1 HIGH HEAT OPERATION 300'F(149'0 S - _ _ -GREASE CLASSIFICATION TESTING- FAN A GFKAL TEMPERATU RE TEST FAN FAN EXHAUST SUPPLY 33 3/4 IEXXH UST FAR MUST OPERATE CONTINUDUSLY UNIT UNIT - 22 5/8 WHILE EXHAUSTING AIR AT 300'F 049'0 No. TAG GREASE GRAVITY WALL SIDE GRAVITY MOTORIZED WALL UNTIL ALL FAN PARTS HAVE REACHED CUP DAMPER MOUNT DISCHAR3E DAMPER DAMPER MOUNT - THERMAL ERUILIBRIIRI,AND WITHOUT ANY DETERID<lATING EFFECTS TO TIE FAN-ICH 1 YES - - - - REASE.BRAIN. V@iLD CAUSE.UNSAFE OPERATION.'pa AgSRUBLIRI - . _ �_ A—.FLARE-UP.TEST . EXHAUST'FAN MUST OPERATE CONTINU@ISLY ON W WHILE­TING BURNING GREASE VAPORS N0. WEIGHT ITEM. .SIZE FAN - - 2 AT 600'F(316'C)FOR A PERIOD OF ' 11 MINUTES WITHOUT THE FAN BECOMING 1 #l 41 LHS Curb. 26.500'V z 26.500'L N 20.000'H Vented Hinged - 16 1/2 DAMAGED TO ANY EXTENT THAT COULD CAUSE - - -19 1/2 -39 _ AN UNSAFE CONDITION F.awrst wwiT.M1om. - - - - 24 _ OPTIONS . GREASE BOX.. -. . _ .. .. TV N .. _ DUCTWORK E EE _ - - - EXHAUST RISER ON HOOD - CALCULATIONS UTILIZED n. ND-2 HANGING ANGL AIL AND FAN(BY OTHERS) ETL LISTING DESCRIPTION ® _ THE CAPTIVE AIRE MODEL - s I/z• SND-2 HAS BEEN E,T,L, PLEASE NOTE:THE HOOD MAY BE INSTALL D 26 1/2' ' WITH A 0 INCH C(FARANCE TO COMBUSTIBLE - TESTED, LISTED, AND MATEBWS IF CONSTRUCTED IN ONE OF THE FOLLOWING ME ODS: y/ APPROVED TO EXHAUST I INCH LAYER OF INSULATION(TYPE 475) - I _ /f VENTED OWENS CORNING,JOHNS MAMVILLE, - ,(/) CURB A MINIMUM OF 294 CFM PER 3M FIRE WRAP nS .1 INCH INSULATED BACKSPLASN .LINEAR FOOT - .3 INCH UN-INSULATED AIRSPACE _ 201,. S/ LENUM OVER 600 DEGREE COOKING THEE RATINNGSNAPVLY TOP TOP,ENDS,BACK EQUIPMENT. - - REPORTAND GAUGE UMBER:3054804-00W OF ME XHAUST HOOD STEEL _ INTERTEK TESTING SERVICES NA'INC. - - - - CONSTRUCTION - - ISSUED 11/2004 TO CAPTPM-AIRE SYSTEMS +. uaecnNrxsoa �su(rn - HiUexvn[c,XR¢ CAPTIVE-AIRE HOODS ARE / 3'FLANGE, BUILT IN COMPLIANCE WITH ROOF OPENING er wmaua. NSF - - \ 24 '.DIMENSIONS .Ae.A-,oA.mrva°A�.�a.wn - 24 � O NFPA #96 - NUna -NSF -' UL 710 & UCC710 STANDARDS E.T.L. LISTED 3054804-001 IMC-2009 . _ GENERAL NOTES SECTIONS 507,508,&509 CUSTOMER APPROVAL TO MANUFACTURE- Approved-Noted ❑ - - ,Ppproved eitKNO EzcePSlon Token .-❑, - _ JOB Hyannis Yacht Club ReYbe O 1 R-b'Ht ❑ LOCATION. /�(\(\������J���/�/\/� �(����✓y) DATE. 4/17/2013. JOB# . 1739703. SIGNATURE - / IMmreN O DWG# 2 DRAWN BY MRG REV. - SCALE 3/8' = 1'-0' COMMONWEALTH OF MASSACHUSETTS -''- SHEET META WORKERS -- = REP—. A B=0S- iM SS - i ISSUES�FHE ABOUELICENS-,E TO _ j £ � i ROSIN GBALL�IE, a y NOtlDCO SYSTEMS 'INCUna SO m , O BAiZRYCDR B i TEwrsBl RY 04$76 ooao - -� --- .hAlon All Perforations _ "'�Ii1 w FoId,:TFien Detac g G EAL-T�I• QFMA;SSA� StS . ^..,..m Sokol"..,,.-�' ,2?tee.,..,Gw,. �,�w urn ,» w✓^„ `� ti x M ETA& WOR K,E R �M S MASTER 111'RESTRI WEB x ` t M. f ' .. •.. ...- . � _. �.-�„'�..,t-,»'rum.�%,� ��""�1����,.��, 'rJf �. x...,,�,.,„^"�"" ��Mc„,�c k ` , KP wmm ONE! x got LICENSE NO. EXPIRATION DATE SERIAL N al A Roll - ..... 1 Ate'O 430/CERTIFICATE OF LIABILITY INSURANCE D/30/201/DDIY3 �� THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON'THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Il Patricia CapadariO Tonry Northwest Insurance Agency, Inc. PHONE (781)861-1800 FAX AICNo:(781)861-1804 238 Bedford Street EAI -ML .pcapadanno@tonrynw.com INSURERS AFFORDING COVERAGE NAIC# Lexington MA 02420 INSURERA:Everest Indemnity Ins. Company 10851 INSURED INSURERB:PeerleSS Insurance Company 24198 800dco Systems, Inc. INSURER C: 30 Barry Drive INSURER D: r INSURER E: Tewksbury MA 01876 INSURER F: COVERAGES CERTIFICATE NUMBER:CL1343006354 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM POLICY IDD/YYYY MM LTR /DDIIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence) $ 50,000 A CLAIMS-MADE F_x1 OCCUR 51GL005527-121 /29/2013 /29/2014 MED EXP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 X E & O GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X 1 POLICY PRO LOC $ AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT Ea accident 1,0001000 ANY AUTO BODILY INJURY(Per person) $ B ALL OWNED SCHEDULED 060904 /15/2012 /15/2013 AUTOS X AUTOS ¢ BODILY INJURY(Per accident) $ X X NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident Uninsured motorist property $ X UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 2,000,000 A EXCESS LIAB HCLAIMS-MADE AGGREGATE $ 2,000,000 DED I I RETENTION$ lE0000837-121 /29/2013 /29/2014 $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE❑ E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) operations usual to fire suppression contractor CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE - THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE P L Tonry Jr./PCAPAD `'� ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025(201005).01 The ACORD name and logo are registered marks of ACORD m Lo m OD CD M CD fti I V - •1 q D fi l m m ' N BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. 25 March 2011 Mr. Thomas Perry, Building Commissioner Building Division 200 Main Street Hyannis, MA 02601 RE: Construction Control Progress Report No. 2 JZIFF Hyannis Yacht Club Renovation u Hyannis, MA Dear Mr. Perry: Since our last Construction Control Progress Report in February, we have conducted weeklysite visits to monitor the construction work and adherence to our construction documents for the,el subject project. As of this date the following general work has been completed: All doors and windows have been installed Rough plumbing, mechanical and electrical work is complete ➢ Interior finish work is in progress The work completed to date by Acella Construction, Inc., and their subcontractors,has been completed in a good and workmanlike manner, and in general conformance with the drawings & specifications. All required town inspections for work done to date have been completed. American Engineering & Testing have been on site for concrete testing (See attached reports) and Allen& Major Associates have conducted regular structural field reviews (See attached report). Please also find attached construction progress photos. If you have any questions, pleas to contact me at anytime \SjERED AR�hi Sincere Q�G OUL FFN(iccc�� G lr° 0G No. 7789 � �`��' <„�..ram Richard Fenuccio O YARMOUTHPORT, F,y�Tp E S5P CC: Jack Klim(Hyannis Ya Wes Richardson (Hyannis Yacht Club) Anthony Dirubbo, Saul Schrader, Bob Hanley (Acella Construction) Tim Sawyer(BLF&R Architects), Project Manager 203 WILLOW STREET,SUITE A PH 508-362-8382 YARMOUTHPORT,MA 02675 WWW.CAPEARCHITECTS.COM FAX 508-362-2828 ALLEN & MAJOR ASSOCIATES, INC. 100 Commerce Way P.O.Box 2118 Woburn,MA 01888-0118 Field Report Tel: (781)935-688 Fax:(781)935-2896 Client: BLFR Report Date: March 15, 2011 Project: Hyannis Yacht Club A&M Project#: 1203-26 Location: Hyannis, MA Contractor: Acella Construction Weather: Clear Temperature: 40` Date of Site Visit: March 4,2011 - Time: From: 10:00 am To: 12:00 pm ' Present at Site: Bob Hanley(Accella) Brian Walsh(A&M) Reported by: Brian Walsh / The following items from previous reports are outstanding or resolved as indicated: 1.3 It was discussed that the existing framing over the Retail room requires reinforcement. 1.3.1 Install a cripple wall between the top of foundation wall and the underside of joists and posts directly over the wall. Cut back the existing and abandoned floor sheathing as required to install the cripple wall. Provide support for apparent wood posts projecting.down from framing above. 1.3.2 Repair and adequately support the infill framing of the floor above.. Existing headers do not have sufficient connection at supported ends. [02-04-2011]: It was determined that this area needs to be reframed with new 2x12's at 16"centers from the FB211 L over to the cripple wall on the foundation. [03-04-2011]: Observed corrected. 2.1 . 1-joists bearing on the beam at grid line 10 require continuous blocking between joists along the bearing line. [02-04-2011] Not complete as of this observation. [03-04-2011]: Observed corrected. 2.2 Over the scudder room,double LVL's are required per the plan. It is permissible to leave the single LVL between the W 12 beams,but each of the LVL's on either end of this must E be doubled since the existing 2x framing is cut or discontinuous. [02-04-2011]: Not complete as of this observation. civil&structural engineers t land surveyors • environmental consultants • landscape architects www.allenmajor.com [03-04-2011]: Observed corrected. 2.3 Joist bearing along the W10x26 over the Reception/Lounge is not sufficient on the steel lintel plate. At each location where the rim board is cut along the steel beam a FULL length joist shall be sistered to the existing joists and fit tight to the side of the steel beam web. This will serve the purpose of bracing the steel beam and supporting.the cut ends of the rim board. Steel bracing is not required where this is installed. [02-04-2011]: Not complete as of this observation. Observed 2x sisters in place for only partial span and not full span as directed. See also sketch on field report#2. [03-04-2011]: Observed corrected. 2.4 Steel beam bracing may be substituted with 2x12 joists cut and fitted tight against each of the W 12x65 beams over the Scudder Room.- Joist bearing on the lintel plates of these beams is adequate. [02-04-2011]: Not complete as of this observation. See also sketch on field report#2. [03-04-2011]: Observed corrected. c 2.5 In each of 2.4 and 2.5 above, where the existing joists do not bear directly on the nailer plate intended to support the joists (i.e. if there is a gap),then a joist hanger must be installed. [02-04-2011]: Joist hanger installation on-going. [03-04-2011]: Observed corrected. 3.1 At the stair infill area adjacent to the mechanical shaft. 3.1.1 On plan left side of W 10x19 beam, remove existing header at stair and reframed floor with 2x10 at 12"centers sistered to existing joists to left of old stair opening. Extend these sisters minimum 48" beyond new wall below. Double all studs below joists in new wall. _ [03-04-2011]: Observed corrected. 3.1.2 On plan right side of W 10x19 beam, remove existing stair header and frame floor from W10 to existing W8 with new 2x10's at 12"centers. [03-04-2011]: Observed corrected. 3.2 Cracks were observed in the dining room upstairs. The existing framing is only single 2x10's beneath the wall. In addition the support on the right end of the joist line (approximately grid.F-7) has been.altered. 3.2.1 Provide a double 2x10 beam in addition to the existing joist(3-ply total)directly beneath the wall above. Ensure adequate support of this new beam on each end. 103-04-2011] Observed corrected. 3.2.2 Correct the bearing condition in the F-7 location caused by the installation of the ' FB211 L to the right. [03-04-2011]: Observed corrected. 3.3 Re-work skew wall at committee office to provide adequate support for the existing 2x beam above. Both ends of the cut beam shall have adequate bearing on the wall. ' [03-04-2011]: Observed corrected. 3.4 An existing column in the kitchen above was discovered not to have adequate support just beyond the end of the existing W8 beam above. Currently the column bears on a wood plate with moderate deterioration. 3.4.1 B.Walsh recommended that this column be shored as soon as possible. It was also discussed that the.column should be jacked back into its original position if it is contributing to the observed settlement/cracking of the rooms above this area. 3.4.2 Once the column is stabilized,a new 4-ply 2x6 column can be provided beneath . this column with at least a 1/8"thick steel plate for bearing on the wood.column. The new footing for the adjacent column will provide adequate support for the new column. Re-working of the kitchen storage door will be required. [03-04-2011]: Observed corrected. s Paae 2 The following was noted:, 4.1 Triple LVL right of elevator needs hanger or plate welded off bottom of supporting W8. " 4.2 W8x24 drop beams along grid line C need brace clips lagged into beam above in 8 locations. 4.3 Along grid line at the CMU wall adjacent to stair: 4.3.1 Lally column base requires repair of base bearing. Apply grout or concrete beneath column. 4.3.2 The existing wood beam above is cut and requires repair 4.4 Over construction entrance door,the 2x6 joists above are cut and not supported by new bearing wall. Sister joists across the cut line: 4.5 Add double 2x12 under freezer,wall: The above items were reviewed with the project superintendent prior to my departure from the site. Brian A.Walsh,'P:E. Structural Department Manager Email: BWalsh(@allenmaior.com r 0 Paae 3 CONSTRUCTION CONTROL AFFIDAVIT PROJECT NTiUVILBER: 1203-26 PROJECT TITLE: Hyannis Yacht Club Renovation PROJECT LOCATION: 490 Ocean Street Hyannis MA NAME OF BUILDING: Hyannis Yacht Club SCOPE OF PROJECT: Renovations and Additions In accordance with Section 116.0 of the Massachusetts State Building Code, Sixth Edition(MBC),I, Brian A.Walsh,P.E.,Massachusetts Registration No.46077 being a licensed professional structural engineer hereby certify that the necessary professional services have been performed by myself or my representatives under my review and either.myself or my representatives have been present on the construction site on a regular and periodic basis and have been responsible for the following STRUCTURAL CONSTRUCTION WORK as specified in Section 116.2.2: 1. Structural components as specified on Allen&Major Associates;Inc. structural drawings numbered SO.1 through S4.1 and dated August 25,2008. 2. Review of shop drawings, samples and other submittals of the contractor as required by the construction documents as submitted for building permit, and approval for conformance to the design concept. Work specifically not included in this Construction Control Affidavit to be provided b others shall include testing and inspection of materials in accordance with MBC Section 1705 for the following building components: 1. Geotechnical inspection and testing services(i.e. soil bearing capacity) 2. Materials testing services(i.e.bolted connections,welds, etc.) I certify at this time that the structural components of the work described herein have been satisfactorily completed in accordance with the requirements of the Commonwealth of Massachusetts State Building Code, Sixth Edition,to the best of my knowledge and belief,based on construction observation and review services-performed and described herein and based upon my review of material and geotechnical, testing and investigation reports (prepared by others). yt%®EM/ A. X WALS 4s Signature � �TU � Ra Subscr d and sworn to before me this D U` day of 20�. NOTARY PUBLIC WN�V My Commission Expires On f AMERICAN ENGINEERING & TESTING INC. 14 ROC SAM PARK ROAD,BRAINTREE, MA 02184 (781) 848 - 5184 FAX (781) 849 - 9760 E-MAIL americantesting@verizon.net CONCRETE TEST SPECIMEN REPORT Project: 111 Ocean St., Hyannis Date: 11/11/2010 Project No.: 201.056 Temp.: 47 , Weather: Clear Placement Location: Foundation Wall Required Strength (psi): 4000 Contractor: Acella FIELD TEST RESULTS Max. Aggregate size (in): 3/4 Mix Temp. (deg. F): 64 Mix Duration (firs): 1.25 Slump (in): 5 1/4 Air Content: Plastic Unit Weight (pcf): Number & Type of Specimens Fabricated: 4cyl(6"xl2") Storage Location: Near Placement Concrete Supplier: Cape Cod RM LABORATORY TEST RESULTS (PSI) 28.27 sq. in cross sectional area Specimen No. Date of Test 7 Day 28 Day 28 Day 56 Day Day Machine Load 201056-2 a 11/18/2010 2,750 77790 b 12/9/2010 39790 107250 c 12/9/2010 3,680 104130 d 1/6/2011 49170 117890 e ASTM C1064, C143,.C138,C617, C31, C39, C231, C173 Remarks: Sample Fabricated By: Kevin Kozik Approved: / AMERICAN ENGINEERING & TESTING INC. 14 ROC SAM PARK ROAD, BRAINTREE,MA 02184 (781) 848 - 5184 FAX (781) 849 9760 E-MAIL americantesting@verizon.net CONCRETE TEST SPECIMEN REPORT Project: Hyannis Yacht Club Date: 11/16/2010 Project No.: 201056 Temp.: 53 Weather: Clear Placement Location: Wall Line 11 A-G.5 and A, 11-10 Required Strength (psi): 4000 Contractor: Acella FIELD TEST RESULTS Max. Aggregate size (in): 3/4 Mix Temp. (deg. F): 68 Mix Duration (hrs): 2 Slump (in): 3 3/4 Air Content: Plastic Unit Weight (pcf): Number & Type of Specimens Fabricated: 4cyl.(6"x12") Storage Location: Near Placement Concrete Supplier: Cape Cod R1V1 LABORATORY TEST RESULTS (PSI) 28.27 sq. in cross sectional area Specimen No. Date of Test 7 Day , 28 Day 28 DD 56 D�a _Da v Machine Load 201056-4 a 11/23/2010 b 12/14/2010 39,970 112210 c 12/14/2010 39780 106850 d 1/11/2011 49720 133500. ASTM C1064, C143, C138, C617, C31, C39, C231, C173 Remarks: Sample Fabricated By: Christopher J.Tier Approved: I AMERICAN ENGINEERING & TESTING INC. 14 ROC SAM PARK ROAD;BRAINTREE,MA 02184 (781) 848.- 5184 FAX (781) 849 - 9760 E-MAIL americantesting@verizon.net DAILY REPORT Pro_iect: Hyannis Yacht Club Date: 3/22/11 Proiect No.: 201056 Temp. 45 Weather: Clr. Report No.:032211 - ST On the above date I reported to the referenced project for the purpose of visually inspecting anchor bolts that were bent. The two anchor bolts that were bent over have been straightened and the concrete was repaired. A visual inspection of the section of the bolt that could be seen did not reveal any sign of cracks. Submitted By: Christopher Tier Time Arrived: 1400 Job Hrs.: 1/2 Approved: ' Travel Time: 2 1/2 Mileage: 110 } AMERICAN ENGINEERING & TESTING INC. 14 ROC SAM PARK ROAD, BRAINTREE,MA 02184 (781) 848 - 5184 FAX (781) 849 - 9760 . E-MAIL americantesting@verizon.net CONCRETE TEST SPECIMEN REPORT Project: .Date:Hyannis Yacht Club 2 4 2 1 C 1 /1 / 00 Project No.: 201056 Temp.: 35 Weather: Clr. Placement Location: Foundation Wall North Side Required Strength (psi): 4000 Contractor: Acella FIELD TEST RESULTS Max. Aggregate size (in): 3/4 Mix Temp. (deg. F): 65 Mix Duration (hrs): 1 1/2 Slump (in): 5 Air Content: Plastic Unit Weight (pcf): Number & Type of Specimens Fabricated: 4cyl.(6"x12") Storage Location: Near Placement Concrete Supplier: Cape Cod RM LABORATORY TEST RESULTS (PSI) 28.27 sq.in cross sectional area Specimen No. Date of Test 7 Day 28 Day 28 Day 28 Dam Day Machine Load 201056-11 a 12/21/2010 3,190 90180 b 1/11/2011 49640 131240 c 1/11/2011 4,510 127420 d 1/11/2011 49440 125420 e ASTM C1064, C143, C138, C617, C31, C39, C231, C173 Remarks: . Sample Fabricated BE. Christopher J.Tier Approved: _ AMERICAN ENGINEERING & TESTING INC. 14 ROC SAM PARK ROAD,BRAINTREE,MA 02184 (781) 848 - 5184 FAX (781) 849 - 9760 E-MAIL americantesting@verizon.net CONCRETE TEST SPECIMEN REPORT Project: Hyannis Yacht Club Date: 2/7/2011 Project No.: 201056 Temp.: 34 Weather: Clr. Placement Location: Slab Lines 10 -11 (A - C) Required Strength (psi): 4000 Contractor: Acella FIELD TEST RESULTS Max. Aggregate size (in): 3/4 Mix Temp. (deg. F): 68 Mix Duration (hrs): 1 1/2 Slump (in): 5 1/4 Air Content: Plastic Unit Weight (pcf): Number & Type of Specimens Fabricated: 4cyl.(6"x12") Storage Location: Near Placement Concrete Supplier: Cape Cod RM LABORATORY TEST RESULTS (PSI) 28.27 sg. in cross sectional area Specimen No. Date of Test 7 Day 28 Day 28 Day 28 Dal Day Machine Load 201056-12 a 2/14/2011 3,020 85290 b 3/7/2011 4,530 128160 c 3/7/2011 49440 125420 d 3/7/2011 49490 126850 e ASTM C1064,C143, C138, C617, C31, C39, C231, C173 Remarks• Sample Fabricated By: Jeff Soloway Approved: ,. �: � a �• a g�a ;<' a �• � fi � - v� 3 t} f d ...............- ITT!, ji,il o I"Al N i .......... t 3,. ............. i IN R�v a t y 3' k f �':fi'"', z � t:• �' �iY �,y, E°..: � Zy ��•''�mcrx.. � ��t\ �`�k ' � ...4 �y �. ��, 1•- f j 4 � � � SSG K :., � �� t ��Y 3�Yt I-:" .'��h � .. I i t e a gji r j rw IN n t,. rq > A ti u � � s r ' i k 5 ,jp a t ( �' t »a PR� d• x s � S M ; s 5 0 Won- � f low 3F ff�, pm Egg �r tf} 1 ,�.gyp''. '•. 4 x �� � ���t H g � 7 r — aK✓✓, � q A T { �mm • A ni ,� �s A � b� t g„vrns�sr ,�r ua���� �� .. �, :^%� �' - � : ties� -a a• K -�' ; z Gowns €P Awn % ,r 1,15aceWr.�p �9oenefAtrap � 4a L Y 3t t t F i �' Rya+ k t' i'•• i N ' s r E � x S l a4. •�' Ok T t 1✓P q 1 .,r s � � \ E\ s } a . Man. r I all � j E :� fix.�•� `� �. i� r � it Y L t._ 3 i � x � y $. i k v d E r , i :i 'mom ... 3. b a j t i� 1^. 'u i 1 t� ate. 1 b { L�V� E t � t ,� �. � n•� ;�f �-� a � � III ��. .' � •As:k��v a yam: t a i 5t s �E X- rt , - III . �A IR #f T. r \ 2 t 1 83,�5,3Ny i. _ 4TY ... \'� �.� ,x � as 4 x� < =:• z t w � �� °��,Y M F•' x 6 a� Y 5 ,.I .:a 3 Riau 4 Its YF t t ZqII ATC xe y 4 VIC #r \� i � - - v E 6 E[ aF�• ' I x t F r �� I _. BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. 31 January 2011 Mr. Thomas Perry, Building Commissioner Building Division 200 Main Street Hyannis, MA 02601 RE: Construction Control Progress Report No. 2 Hyannis Yacht Club Renovation Hyannis, MA Dear Mr. Perry: Since our last Construction Control Progress Report in early-January, we have conducted nearly weekly site visits to monitor the construction work and adherence to our construction documents for the subject project. As of this date the following general work has been completed: ➢ Much of the interior and exterior rough framing is now complete ➢ Window installation is complete and exterior siding is in progress ➢ New interior concrete slab has been poured ➢ Rough plumbing, mechanical and electrical work is ongoing The work completed to date by Acella Construction, Inc., and their subcontractors, has been completed in a good and workmanlike manner, and in general conformance with the drawings & specifications. All required town inspections for work done to date have been completed. American Engineering & Testing have been on site for concrete testing (See attached reports) and Allen& Major Associates have conducted regular structural field reviews (See attached report). Recently several cracks were observed on the upper floor of the existing structure. We, and our structural engineer, determined that removal of temporary shoring at a few select locations caused deflection of several existing floor joists. We requested that crack monitors and shoring be installed until corrective measures could take place. Additional supplemental framing members were installed and the deflected floor areas have been lifted to their previous position. The crack monitors will continue to me monitored weekly and; once it has been determined that there is no additional movement; the wall cracks will be repaired. Please also find attached construction progress photos. If you have any questions, please feel free to contact me at anytime. 203 WILLOW STREET,SUITE A PH 508-362-8382 YARMOUTHPORT,MA 02675 WWW.CAPEARCHITECTS.COM FAX 508-362-2828 Sincerely, Richard Fenuccio CC: Jack Klim (Hyannis Yacht Club) Wes Richardson(Hyannis Yacht Club) Anthony Dirubbo, Saul Schrader, Bob Hanley (Acella Construction) Tim Sawyer(BLUR Architects), Project Manager A#A ALL.EN & MAJOR ASSOCIATES, INC.- 100 Commerce Way P.O.Box 2118 Woburn,MA 01888-0118 Field Report #� Tel: (781)935-68 Fax:(781)935-289696 Client: BLFR Report Date: January 24,2011 Project: Hyannis Yacht Club ABM.Project#: 1203-26 Location: Hyannis, MA Contractor: Acella Construction Weather: Clear Temperature: 30 Date of Site Visit: January 20,2011 Time: From: 10:00 am' To: 12:00 pm Present at Site: Tim Sawyer(BLFR) Brian Walsh (A&M) Reported by: Brian Walsh The following items from previous reports are outstanding or resolved as indicated: 1.1 The damaged concrete column at the foundation corner of the Committee Office area must be repaired to restore adequate support to the existing beams. It was discussed that a cement masonry pier would be installed in place of the existing concrete column. The new pier will be approximately square utilizing the full width of the existing foundation wall once the damaged column is cut flush to the adjacent top of foundation wall. 1.3 It was discussed that the existing framing over the Retail room requires reinforcement. 1.3.1 Install a cripple wall between the top of foundation wall and the underside of joists and posts directly over the wall. Cut back the existing and abandoned floor sheathing as required to install the cripple wall. Provide support for apparent wood posts projecting down from framing above. 1.3.2 Repair and adequately support the infill framing of the floor above. Existing headers do not have sufficient connection at supported ends. The following was noted: 2.1 I-joists bearing on the beam at grid line 10 require continuous blocking between joists along the bearing line. r civil&structural engineers • land surveyors • environmental consultants + landscape architects vww.allenrnajor.com 2.2 Over the scudder room, double LVL's are required per the plan. It is permissible to leave the single LVL between the W 12 beams, but each of the LVL's on either end of this must be doubled since the existing 2x framing is cut or discontinuous. 2.3 A new beam over the proposed Wait Station area was discussed. B.Walsh provided the team with 3 options: 2.3.1 At 11.5'span either 4 ply 11 '/4" LVL or W6x20 steel beam 2.3.2 At 8.5'span a 3 ply 9'/4 LVL 2.3.3 BLFR will review options with the contractor. 2.4 Joist bearing along the W10x26 over the Reception/Lounge is not sufficient on the steel lintel plate. At each location where the rim board is cut along the steel beam a FULL length joist shall be sistered to the existing joists and fit tight to the side of the steel beam web. This will serve the purpose of bracing the steel beam and supporting the cut ends of the rim board. Steel bracing is not required where this is installed. E�sS�'C�Y Fort -SVAe Cz w io 19 0 w (rY -r��NT 7o ca] Y> "FA Sz't)E 3-lode b - ID� -tb Erb o� 1a o.c . FuLL EOT I.=" 0 Paw 2 2.5 Steel beam bracing may be substituted with 2x12 joists cut and fitted tight against each of the W 12x65 beams over the Scudder Room. Joist bearing on the lintel plates of these beams is adequate. 2(-s i aXlal (rY- o�F �] CUT —F=cam 4T To (-rY r -� , �� C n ss .. .. ..__._. 1 yr_0 ----- -� x �5�- ax ,a �-yP) 2.6 In each of 2.4 and 2.5 above,where the existing joists do not bear directly on the nailer plate intended to support the joists(i.e. if there is a gap),then a joist hanger must be installed. 2.7 Except as specifically noted.above the completed work as of the date of this observation is progressing in general accordance with the structural design drawings. The,above items were reviewed with the project superintendent.prior to my departure from the site. Brian A. a ,P.E. Structural Department Manager Email: BWalsti crib allenmaior.com .• Paw 3 ALLEN & MAJOR ASSOCIATES, INC.. 100 Commerce Way RO.Box 2118 .Woburn,MA 01888-0118 Field Report #3 Tel: (781) 35-288 •Fax:(781)935-2896 Client: BLFR Report Date: February 8, 2011 Project: Hyannis Yacht Club A&M Project#: 1203-26 Location: Hyannis, MA Contractor: Acella Construction Weather: Clear Temperature: 30 Date of Site Visit: February 4,2011 Time: From: 10:00 am To: 12:00 pm Present at Site: Tim Sawyer(BLFR) Brian Walsh(A&M) Reported by: Brian Walsh - The following items from previous reports are outstanding or resolved as indicated: 1.1 The damaged concrete column at the foundation corner of the Committee Office area must be repaired to restore adequate support to the existing beams. It was discussed that a cement masonry pier would be installed in place of the existing concrete column. The new pier will be approximately square utilizing the full width of the existing foundation wall once the damaged column is cut flush to the adjacent top of foundation wall. [02-04-2011]: Observed corrected. 1.3 It was discussed that the existing framing over the Retail room requires reinforcement. 1.3.1 Install a cripple wall between the top of foundation wall and the underside of joists and posts directly over the wall. Cut back the existing and abandoned floor sheathing as required.to install the cripple wall. Provide support for apparent wood posts projecting down from framing above. 1.3.2 Repair and adequately support the infill framing of the floor above. Existing headers do not have sufficient connection at supported ends. [02-04-201-1]. /t was determined that this.area needs to be reframed with new 2x12's at 16"centers from the FB211 L over to the cripple wall on the foundation. 2.1 I-joists bearing on the beam at grid line 10 require continuous blocking between joists along the bearing line: [02-04-2011]: Not complete as of this observation. civil&structural engineers • land surveyors environmental consultants landscape architects w ww.alleninajoncom I 2.2 Over the scudder room,double LVL's are required per the plan. It is permissible to leave the single LVL between the W12 beams, but each of the LVL's on either end of this must be doubled since the existing 2x framing is cut or discontinuous. [02-04-2011]: Not complete as of this observation. 2.3 A new beam over the proposed Wait Station area was discussed. B.Walsh provided the team with 3 options: 1.3.1 At 11.5' span either 4 ply 11 '/4' LVL or W6x20 steel beam 1.3.2 At 8.5'span a 3 ply 9 1/4"LVL 1.3.3 BLFR will review options with the contractor. [02-04-2011]: The 3-ply 9 VV LVL option was installed and a return wall is in place to limit the span to 8.5'max. 2.4 Joist bearing along the W10x26 over the Reception/Lounge is not sufficient on the steel lintel plate. At each location where the rim board is cut along the steel beam a FULL length joist shall be sistered to the existing joists and fit tight to the side of the steel beam web. This will serve the purpose of bracing the steel beam�and supporting the cut ends of the rim board. Steel bracing is not required where this is installed. [02-04-2011]: Not complete as of this observation. Observed 2x sisters in place for only partial span and not full span as directed. See also sketch on field report#2. 2.5 Steel.beam bracing may be substituted with 2xl2 joists cut and fitted tight against each of the W 12x65 beams over the Scudder Room. Joist bearing on the lintel plates of these beams is adequate. [02-04-2011]: Not complete as of this observation. See also sketch on field report#2. 2.6 In each of 2.4 and 2.5 above,where the existing joists do not bear directly on the nailer plate intended to support the joists (i.e. if there is a gap), then a joist hanger must be installed. [02-04-2011]: Joist hanger installation on-going. The following was noted: 3.1 At the stair infill area adjacent to the mechanical shaft. 3.1.1 On plan left side of W10x19 beam, remove existing header at stair and reframed floor with 2x10 at 12"centers sistered to existing joists to left of old stair opening. Extend these sisters minimum 48"beyond new wall below. Double all studs below joists in new wall. 3.1.2 On plan right side of W10x19 beam, remove existing stair header and frame floor from W10 to existing W8 with new 2x10's at 12"centers. 3.2 Cracks were observed in the dining room upstairs. The existing framing is only single 2x10's beneath the wall. In addition the support on the right end of the joist line (approximately grid F-7)has been altered. 3.2.1 Provide a double 2x10 beam in addition to the existing joist(3-ply total)directly beneath the wall above. Ensure adequate support of this new beam on each end. 3.2.2 Correct the bearing condition in the F-7 location caused by the installation of the FB211 L to the right. 3.3 Re-work skew wall at committee office to provide adequate support for the existing 2x beam above. Both ends of the cut beam shall have adequate bearing on the wall. 3.4 An existing column in the kitchen above was discovered not to have adequate support just beyond the end of the existing W8 beam above. Currently the column bears on a wood plate with moderate deterioration. 3.4.1 B.Walsh recommended that this column be shored as soon as possible. It was also discussed that the column should be jacked back into its original position if it is contributing to the observed settlement/cracking of the rooms above this area. 0 Paae 2 3.4.2 Once the column is stabilized, a new 4-ply 2x6 column can be provided beneath this column with at least a 1/8"thick steel plate for bearing on the wood column. The new footing for the adjacent column will provide adequate support for the new column. Re-working of the kitchen storage door will be required. 3.5 Except as specifically noted above the completed work as of the date of this observation.is progressing in general accordance with the structural design drawings. The above items were reviewed with the project superintendent prior to my departure from the site. /4 Brian A ash,P.E. Structural Department Manager Email: BWalshCcDallenmaior.com • Paae 3 i AMERICAN ENGINEERING & TESTING INC. 14 ROC SAM PARK ROAD,BRAINTREE,MA 02184 (781) 848 - 5184 FAX (781) 849 - 9760 E-MAIL americantesting@verizon.net, CONCRETE TEST SPECIMEN REPORT Project: Hyannis Yacht Club Date: 2/7/2011 Project No.: 201056 Temp•: 34 Weather: Clr. Placement Location: Slab Lines 10 -11 (A - C Required Strength (psi): 4000 Contractor: Acella FIELD TEST RESULTS .Max. Aggregate size (in): 3/4 Mix Temp. (deg. F): 68 Mix Duration (hrs): 1 1/2 Slump (in): 5 1/4 Air Content: Plastic Unit Weight (pcf): Number & Tyne of Specimens Fabricated: 4cy1.(6"xl2") Storage Location: Near Placement Concrete Supplier: Cape Cod RM LABORATORY TEST RESULTS (PSI) 28.27 sa. in cross sectional area Specimen No. Date of Test 7 Day 28 Day 28 28 D�a Machine Load 201056-12 a 2/14/2011 39020 85290 b 3/7/20.11 c 3/7/2011 d 3/7/2011 e ASTM C1064 C143, C138, C617,C31,C39, C231, C173 Remarks• Sample Fabricated By Jeff Soloway Approved:: t , AMERICAN ENGINEERING & TESTING INC. 14 ROC SAM PARK ROAD.,BRAINTREE,MA 02184 (781) 848 - 5184 FAX (781) 849 - 9760 E-MAIL americantesting@verizon.net CONCRETE PLACEMENT REPORT Project Hyannis Yacht Club Date 2/7/2011, Pro-iect No. 201056 Temp. 34 Weather Clr. Report No. 020611 - C Placement Location: Slab Lines B-C (1-10): (10-11) (A - G.3). Concrete Supplier: Cape Cod RM Method of Placement: pump Load Time Truck. Mix Slump Air Unit Wt. Mix Yards No.of Set Class of No. Arv. No. Temp. (in.) (%) (p.c.f.) Duration Plcd. C_yls. No. Concrete 1 0820 72 67 5 1 1/2 10.5 4000 3/4 2 0850 71 68 51/4 _ 11/2 10.5 4 1 " 3 0940 69 67 5 1 1/2 11.5 Remarks: Submitted: Jeff Soloway Time Arrived: 0830 Job Hrs.: 2 1/2 Approved: _ Travel Hrs.: 2 1/2 Mileage. 120 AMERICAN ENGINEERING & TESTING INC. 14 ROC SAM PARK ROAD,BRAINTREE,MA 02184 (781)'848 =5184 FAX (781) 849 - 9760 E-MAILamericantesting@verizon.net CONCRETE TEST SPECIMEN REPORT Project: Hyannis Yacht Club Date: 12/13/2010 Project No.: 201056 Temp.: 50 _ Weather: Rain Placement Location: Footing line (C-K) 0-1 : Piers C (0-1) Required Strength (psi): 4000 Contractor: Acella FIELD TEST RESULTS Max. Aggregate size (in): 3/4 Mix Temp. (deg. F): 66 Mix Duration (hrs): 1.25 Slump (in): 5 1/2 Air Content: Plastic Unit Weight (pcf): Number& Type of Specimens Fabricated: 4cyl.(6"xl2") Storage Location: Near Placement Concrete Supplier: Cape Cod RM LABORATORY TEST RESULTS (PSI) 28.27 sq. in cross sectional area Specimen No. Date of Test 7 Da 28 Day 28 Day 56 Day Day Machine Load 201056-8 a 12/20/2010 2430 63120 b 1/10/2011 39780 106790 c 1/10/2011 3,920 110850 d 2/7/2011 49110 116050 e. A ASTM C1064, C143, Cl38, C617, C31, C39, C231, C173 Remarks: . 4th cylinder held for 56 day break. ^ Sample Fabricated By: Jeff Soloway Approved: 'h R f �o- MAC D (� z � Sn. r �y bK W9 y X' µ s: - xl f ,:� R9QUTHf r;: E t1�CiER `� a..; e rap 1 j31t i pp + > a of M > t M fiT qk3 A f3R r r 3 � x a �� g(v F#�fvYE�� �, �w;,•yy� " ,>A i� x � 3� 3v v s� a y r3 � s y `\ t a b z' x a , a i , z IS frill -W GO r�� �x �s� ail; �;� s � •' � � MTN- Ml Fill "Al till 10 1 s Ohl e �'�t�e�mar r �4��., � �� ., b `�.�•� u� � I s�§;. .> ��,a � s, ry�t III.�V' T,r 1 SV' I��II�{'����i �� .!•i'Ur��'' � a, { q, a R r �Y y s e , r ey n�. I. Z i 3 k q wF a s r' s z a Ali �• �j� � �z �� P / �� i ❑ ❑ ❑ ❑ BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. 11 January 2011 ,- . -Mr Mr. Thomas Perry, Building Commissioner t Building Division 200 Main Street r , Hyannis, MA 02601 .,. RE: Construction Control Progress Report No. 1 d Hyannis Yacht Club Renovation ' Hyannis, MA Dear Mr. Perry: Since the start of construction in early October, we have conducted nearly weekly`site visits to monitor the construction work and adherence to our construction documents for the subject proj ect. As of this date the following general work has been completed: ➢ Much of the interior and exterior demolition is complete ➢ All new footings and foundation work has been completed ➢ New exterior walls and flat roof on south side of building have been framed and sheathed ➢ Interior shoring for installation of new steel beams and column installation is ongoing Rough pluming, mechanical and electrical work is underway ➢ Utility site work within in the Captain's Table parking lot is in progress The work completed to date by Acella Construction, Inc., and their subcontractors, has been completed in a good and workmanlike manner, and in general conformance with the drawings& specifications. All required town inspections for work done to date have been completed. American Engineering & testing have been on site for concrete testing (See attached reports) and Allen & Major Associates have conducted a structural field review(See attached report). Please also find attached construction progress photos. If you have any questions,please feel free to contact me at anytime. Sincere , .r(,'Yl'!'''y� Rich rd Fenuccio CC: Jack Klim (Hyannis Yacht Club) Wes Richardson(Hyannis Yacht Club) Anthony Dirubbo, Saul Schrader, Bob Hanley (Acella Construction) Tim Sawyer(BLF&R Architects), Project Manager I 203 WILLOW STREET,SUITE A PH 508-362-8382 YARMOUTHPORT,MA 02675 WWW.CAPEARCHITECTS.COM FAX 508-362-2828 4 A#A, ALLEN & MAJOR ASSOCIATES, INC. 100 Commerce Way P.O.Box 2118 Woburn,MA 01888-0118 Field Report #1 Tel: (781)935-6889 Fax:(781)935-2896 Client: BLFR Report Date: November 22,2010 Project: Hyannis Yacht Club A&M Project M 1203-26 Location: Hyannis, MA Contractor: Acella Construction Weather: Clear Temperature: 50 Date of Site Visit: November 19,201.0 Time: From: 9:00 am To: 10:00 am Present at Site: Tim Sawyer(BLFR) Bob Hanley(Acella) Brian Walsh (A&M) Reported by: Brian Walsh The following items from previous reports are outstanding or resolved as indicated: None. The following was noted:.. 1.1 The damaged concrete column at the foundation comer of the Committee Office area must be repaired to restore adequate support.to the existing beams. It was discussed that a cement masonry pier would be installed in place of the existing concrete column. The new pier will be approximately square utilizing the full width of the existing foundation wall once the damaged column is cut flush to the adjacent top of foundation wall. 1.2 Installation of the W 10x39 beam was discussed over the Members Lounge area. 1.2.1 The W10x39 beam is of adequate size to support the point load form'the column above in addition to the W6 and W10 beams framing into it. 1.2:2 The installation of this beam will require shoring of the column above within the active dining space. Acella will coordinate with their shoring subcontractor to determine the most effective method of shoring that column to allow installation'of the W 10x39. civil&structural engineers • land surveyors • environmental consultants • landscape architects www.allenmajor.com 1.2.3 Bearing beneath the column above between the subfloor and top of new steel beam must be provided as part of the permanent work. Existing column bearing condition is inadequate and requires repair. 1.3 It was discussed that the existing framing over the Retail room requires reinforcement. 1.3.1 Install a cripple wall between the top of foundation wall and the underside of joists and posts directly over the wall. Cut back the existing and abandoned floor sheathing as required to install the cripple wall. Provide support for apparent wood posts projecting down from framing above. 1.3.2 Repair and adequately support the infill framing of the floor above. Existing headers do not have sufficient connection at supported ends. 1.4 It was discussed by B.Walsh and T. Sawyer that installation of joist hangers on all EXISTING flush framed joists is a prudent measure to reinforce the existing structure. Flush framed joists with excessive settlement or separation(>1/8")from the supporting beam are REQUIRED to have joist hangers installed as this separation would be considered damage that reduces the capacity of the joist. Joist hangers should be of standard face mount type such as Simpson type U or LU hangers. 1.5 B.Walsh and T. Sawyer discussed the freezer framing. At this point the final freezer/floor roof configuration is not finalized. If a prefabricated unit is installed, it should be expected that 2x12 joists at 16"centers are required in this area. These joists should not be cut to a taper as beneath the emergency generator. 1.6 Foundation construction around the perimeter of the Youth Room was observed and is consistent with the design documents. The above items were reviewed with the roject superintendent prior to my departure from the site. Brian A alsh,F. Structural Department Manager Email: BWalsh(aDallenmaior.com • Pam 2 wag 4 3... r, k 31, M. [ -PR 'M. Now F son was 1 q Nil 11111, ' My I MADE KNU MA ;.�t, MW 4-VIM lima V 0 of Ant v s i 3 z � I s , c k.. 1 A 1 n l � � ,�,z � .;•`��. 3'�- 1 of '"'`" ,,� i 5 �R a W N 4 � a 4� r" � �� ram`' �1� � t � P �- � � 5•� � x �\`�•`\ ` � �" � E�^<y��"y'� is '� � s a r t F 4 a •. � v' 3 c m; Lei. �y t d f + z AMERICAN ENGINEERING & TESTING INC 14 ROC SAM PARK ROAD,BRAINTREE,MA 02184 -(781) 848 - 5184 FAX (781) 849 - 9760 E-MAIL americantesting@verizon.net CONCRETE TEST SPECIMEN REPORT Project: 111 Ocean St.,Hyannis Date: 11/9/2010 Project No.: 201056 Temp.: 54 Weather: Rain Placement Location: Footings for 2 Bldgs. Required Strength (psi): 4000 Contractor: Ac011a, FIELD TEST RESULTS Max. Aggregate size (in): 3/4 Mix Temo. (deg.F): 63 Mix Duration (hrs): 1.50 Slump (in): 5 Air Content: Plastic Unit Weight (pcf): Number & Type of Specimens Fabricated: 4c.y1(6"x12") Storage Location: Near Placement- Concrete Supplier: Cape Cod RM LABORATORY TEST RESULTS (PSI) 28.27 sq. in cross sectional area Specimen No. Date of Test 7 Day 28 Day 28 Dad 28 Day Day Machine Load 201056-1 a 11/16/2010 2,920 82610 b 12/7/2010 4,440 125520 c 12/7/2010 495$0 128490 d 12/7/2010 49350 123010 e ASTM C1064, C143, C138, C617, C31.C39,C231, Cl73 Remarks• Sample Fabricated Bv: Jeff Soloway Approved: x AMERICAN ENGINEERING & TESTING INC. 14 ROC SAM PARK ROAD,BRAINTREE,MA 02184 (781) 848 - 5184 FAX (781) 849 - 9760 E-MAIL americantestingC verizon.net CONCRETE TEST SPECIMEN REPORT Project: 111 Ocean St.,Hyannis Date: 11/1.1/2010 Project No.: 201056 Temp.: 47 Weather: Clear Placement Location: Foundation Wall Required Strength (psi): 4000 Contractor: Acella FIELD TEST RESULTS Max.Aggre_gate size (in): 3/4 Mix Temp. (deg. F): 64 Mix Duration(hrs):, 1.25 Slump (in): 5 1/4 Air Content: Plastic Unit Weight (pcf)- Number & Type of Specimens Fabricated: 4cyl(6"xl2") Storage Location: Near Placement Concrete Supplier: Cape Cod RM LABORATORY TEST RESULTS (PSI) 28.27 sq. in cross sectional area Specimen No. Date of Test 7 Da_y 28 Da_y -28 Da_y 56 Day DayMachine Load 201056-2 a 11/18/2010 2,750 77790 b 12/9/2010 3,790 107250 c 12/9/2010 3,680 104130 d 1/6/2011 e ASTM .C.1064,'C143, C 38, C617, C31, C39, C231, C173 Remarks: Low 28 day,results:. Hold cylinder for 56 day break. Sample Fabricated By: :Kevin Kozik Approved:- AMERICAN ENGINEERING & TESTING INC. 14 ROC SAM PARK ROAD,BRAINTREE, MA 02184 (781) 848 - 5184 FAX.(781) 849 - 9760 E-MAIL americantesting@verizon.net CONCRETE TEST SPECIMEN REPORT Project: Hyannis Yacht Club Date: 11/30/2010 Project No.: 201056 Temp.: 48 Weather: Cloudy Placement Location: High Wall Line G.4,Bottom Lift Required Strength (psi): 4000 Contractor: Acella FIELD TEST RESULTS _ Max. Aggregate size (in): 3/4 Mix Temp. (deg. F): 69 Mix Duration (hrs): 1.25 Slump (in): 4 Air Content: Plastic Unit Weight (pcf): Number & Type of Specimens Fabricated: 4cyl.(6"x12"), Storage Location: Near Placement Concrete Supplier: Cape Cod RM LABORATORY TEST RESULTS (PSI) 28.27 sa. in cross sectional area Specimen No. Date of Test 7 Dav 28 Dav 28 Dav 28 Day Day Machine Load 201056-7 a 12/7/2010 29520 71100 b 12/28/2010 39890 109960 c 12/28/2010 4,060 114720 d 12/28/2010 49120 116420 e ASTM C1064, C143, C138, C617, C31, C39, C231, C173 Remarks• Sample Fabricated By- Jeff Soloway Approved: Cz P r AMERICAN ENGINEERING & TESTING INC. 14 ROC SAM PARK ROAD, BRAINTREE,MA 02184 (781) 848 - 5184 FAX (781) 849 - 9760 E-MAIL americantesting@verizonmet CONCRETE.TEST SPECIMEN REPORT Project: Hyannis Yacht Club Date: 11/30/2010 Project No.: 201056 . Temp•: 48 Weather: Cloudy Placement Location: High Wall Line G.4,Bottom Lift Required Strength (psi): 4000 Contractor: Acella FIELD TEST RESULTS Max. Aggregate size (in): 3/4 Mix Temp. (deg. F): 69 Mix Duration (hrs) 1.25 Slump (in): 4 Air Content: Plastic Unit Weight (pcf): Number & Type of Specimens Fabricated: 4cyl.(6"x12") Storage Location: Near Placement Concrete Supplier: Cape Cod RM LABORATORY TEST RESULTS (PSI) 28.27 sq. in cross sectional area Specimen No. Date of Test 7 Day 28 Day 28 Day 28 Day Day Machine Load 201056-7 a 12/7/2010 2,520^ 71100 b 12/28/2.010: c . 12/28/2010 d 12/28/2010 e ASTM C1064, C143, C138, C617, C31, C39, C231, C173 Remarks: Sample Fabricated.B_y: Jeff Soloway Approved: Gz� AMERICAN ENGINEERING & TESTING INC. 14 ROC SAM PARK ROAD, BRAINTREE,MA 02184 (781) 848 - 5184 FAX (781) 849 - 9760 E-MAIL americaptestin&verizon.net CONCRETE PLACEMENT REPORT Project Hyannis Yacht Club Date 11/30/2010 Project No. 201056 Temp. 48 Weather Cldy. Report No. 113010 -L Placement Location: High Wall; Line G„4 Concrete Supplier: Cape Cod RM Method of Placement: Pump Load Time Truck Mix Slump Air Unit Wt. Mix Yards No. of Set Class.of No. Arv. No. Temp. (in.) (%) (p.c.f.) Duration Plcd. C_yls. No. Concrete 1 1415 71 69 4. 1.25 7 4 1 4000 3/4 2 1430 72 70 41/4 1.25 7 . Remarks: Submitted: Jeff Soloway Time Arrived: 1400 Job Hrs.: Approved: ,: Travel Hrs.: 2 1/2 Mileage: 120 AMERICAN ENGINEERING & TESTING INC. 14 ROC SAM PARK ROAD,BRAINTREE,MA 02184 (781) 848 - 5184 FAX (781) 849 - 9760 E-MAIL americantesting@verizon.net CONCRETE TEST SPECIMEN REPORT Project: Hyannis Yacht Club Date: 12/13/2010 Project No.: 201056 Temp.: 50 Weather: Rain, Placement Location: Footing line (C-K) 0-1 :Piers C (0-1) Required Strength (psi): 4000 Contractor: Acella FIELD TEST RESULTS Max. Aggregate size (in): 3/4 Mix Temp. (deg. F): 66 Mix Duration (hrs): 1.25 Slump (in): 5 1/2 Air Content: Plastic Unit Weight (pcf): Number & Type of Specimens Fabricated: 4cy1.(6"xl2") Storage Location: Near Placement Concrete Supplier: Cape Cod RM LABORATORY TEST RESULTS (PSI) 28.27 sq. in cross sectional area Specimen No. Date of Test 7 Day 28 Day 28 Day 28 Day Day Machine Load 201056-8 a 12/20/2010 2,230 63120 b 1/10/2011 c 1/10/2011 d 1/10/2011 e ASTM C1064, C143, C138, C617, C31, C39, C231, C173 Remarks: Sample Fabricated By: Jeff Soloway Approved: AMERICAN ENGINEERING & TESTING INC. 14 ROC SAM PARK ROAD,BRAINTREE,MA 02184 (781) 848 - 5184 FAX (781) 849 - 9760 E-MAIL americantesting@verizon.net CONCRETE PLACEMENT REPORT Project Hyannis Yacht Club Date 12/13/2010 Proiect No. 201056 Temp. 50 Weather Rain Report No. 121310 - C Placement Location: Footing line (C.-K) 0-1 : Piers C (0-1) Concrete Supplier: Cape Cod RM Method of Placement: Chute Load Time Truck Mix Slump Air Unit Wt. Mix Yards No.of Set Class of No. Arv. No. Temp. (in.) (%) (p.c.f.) Duration Plcd. Cyls. No. Concrete 1 1515 71 66 5 1/2 1.25 8 4 1 . 4000 3/4 Remarks: Submitted: Jeff Soloway Time Arrived: 1400 Job Hrs.: 1 Approved: Travel Hrs.: 2 1/2 Mileage: 120 AMERICAN ENGINEERING & TESTING INC. 14 ROC SAM PARK ROAD,BRAINTREE,MA 02184 (781) 848 - 5184 FAX (781) 849 - 9760 E-MAIL americantesting@verizon.net CONCRETE TEST SPECIMEN REPORT Project: Hyannis Yacht Club Date: 12/14/2010 Pro-iect No.: 201056 Temp.: 35 Weather: Clr. Placement Location: Foundation Wall North Side Required Strength (psi): 4000. Contractor: Acella FIELD TEST RESULTS Max. Aggregate size (in): 3/4 Mix Temp. (deg. F): 65 Mix Duration (hrs): 1 1/2 Slump (in): 5 Air Content: Plastic Unit Weight (pcf): Number & Type of Specimens Fabricated: 4cyl.(6"xl2") Storage Location: Near Placement Concrete Supplier: Cape Cod RM LABORATORY TEST RESULTS (PSI) 28.27 sq. in cross sectional area Specimen No. Date of Test 7 Day 28 Day 28 Day 28 Dav Dav Machine Load 201056-11 a 12/21/2010 39190 90180 b 1/11/2011 c 1/11/2011 d 1/11/2011 e r ASTM C1064, C143X138, C617, C31, C39, C2311 C173 Remarks: Sample Fabricated By: Christopher J.Tier Approved: _ G AMERICAN ENGINEERING & TESTING INC. 14 ROC SAM PARK ROAD,BRAINTREE,MA 02184 (781) 848 - 5184 FAX (781) 849 - 9760 E-MAIL americantesting@verizon.net CONCRETE PLACEMENT REPORT Project Hyannis Yacht Club Date 12/14/2010 Project No. 201056 Temp. 35 Weather Clr. Report No. 121410 - C Placement Location: Foundation Wall north Side Concrete Supplier: Cape Cod RM Method of Placement: Chute Load Time Truck Mix Slump Air Unit Wt. Mix' Yards No. of .Set Class of No. Arv. No. Temp. (in.) (°Io) (p.c.f.) Duration Plcd. C_yls. No. Concrete 1 1400 71 65 5 1 1/2 8 4 1 4000 3/4 Remarks: Submitted: Christopher J. Tier Time Arrived: 1400 Job Hrs.: 1 Approved: _ Travel Hrs.: 2 1/2 Mileage: 120 v s .x e.> ; ts ON WNW u y r £ „ i .�, A f ... 3 WORM, W •4 zed y{ a::• f Fir t{r if f E 4 k F Min t jx ( g to of v , 1wan S Y A s„. J ' v Y u s mom van � � a 5 SAY ZJI mom f S'i' ' Xg, 3� w9 t r RUN t , sj c 8' m iv $ p_. soll dl tv not log u 1: a: 6 �p k ' 5 Ill IIy r rq MU 'AfAl At 3.,, 3..: I i d t � t y3 To NW, rF MOW an f � g �lYfr��V/l�°f✓ i� ' �a d t X Y < 4 3 iF r s < I^>' g &." ' ,r Ly r '-*� 'mow'^•. 771 A g � G 6 l � : c � , Rp, j 1 r AN f 1 ` Ak v F � F. AF. R yy�E, a y IJI{ \ iP 7-1 IS- ` 3 \ f .y z is u ii 1 irYr''� � rtl r n x� >4 _ "` 4 4 Y � �. l a�; A ✓' iz- 1� {r: Fit,a xi v p �•r� „F. N.��A3 cap `5"" � I bi 3 � Y J l e' g �•Y qq " i a 1. Y E y _ �- v 1 t ka F�. i �e�4 E i� FA ,z i� •�., i; ;�" "� ,v �' � ��:� � � `v. ';� " y T q ! �k a I . i i G � I S� i; gf Is ®® Hill lids B O�i ° 0$ § ^ I ��J1a1 gg� v g a z _I O Ei- P a 1<so I I z F-. 4 � 9 $0 �cl q 0 z �� II Z �4w. — — = II o cn m —I ° � m' °ryzm c n m� 5= -off o > 0� is Z f 6a \ \ \ \ N R i•,1 ZI t1i pp m o z 'O �— �^ F I r-- g 3 A 10 3 & II ms W y II q. m°• o 08 II Ob m g \ II 0 z II a2 A e A p y 51 x O€ oilAG ""µ ` N °� m ca r _ N I ° fNi• D PROJECT: - > 1 g r fn m proposed-Storage.addition DESIGN: REVISIONS: ° D HYANNIS-YACHT CLUB ' i It y t #490 OCEAN STREET•HYANNIS'MA m N ELEVATIONS/SECTION / R o�wa_ zF`D7c iga �zc Q 9 0_ N / m7 s • o� yid. o> _ � 43 exisfing x,IO FIRST FLOOR JOISTS P(nSl 5�y�7 F z v u W m c i � O F — H T m c; �8 > 11 H v �_ IyyI 0 q D N I L EXIT.RPN? m rc rzE° cs �Tar a 0 p $ t3lulx <<Q z 0-n 6 ga F § Fucl of "Q s- III a a. z �ir z� F N s f PROPOSED ADDITION EXISTING BLDG PROPOSED ADDITION 1 EOSTING BLDG./FULL BASEMENT TO TO lli—N UM:-%GEO xa 2 xa a z x„ a o xn SHED ROOF RAFTERS Q 00 m . o O '>� 0 D 2 u .Zl a N -n � w ro £oo I I p oi" g IIR zl x� zs, II Z tX b p•�� m ix 11 �4 m I m i�ol ,i z ❑' a= a _ I� F Zm s Q a Fix p n --——-- I I __ ---- >'s .2�Q- II f II ;R II II z o III Z Sz p II II rt.C J 5 9 pp� £ z PROPOSED ADDITION D(ISTINGBUILDING F i PROPOSED ADDITION EXISTINGBUILBING - TO U.l N U\CFtPhGED O'O D D O - TO';aWJ UNCAARGED I - Z s o �$ O m a c � € €g Z y � o - P Qz o A ITT A 55 a PROJECT: - DESIGN: REVISIONS: - z m prop orage addition N � HYANNIS YACHT CLUB y #490 OCEAN STREET.HYANNIS•MA o TITLE: / FLOOR PLAN 1 FOUNDATION PLAN/FRAMING PLANS r ``•/ - �gsS ��a�ca10-E 1L.1�1.---_--_——------ —!<lF lj�__-----—A�AaGl,,t/�iA s.—,3/---_�;I I I_pII.IO 3r\1—_rI_�I—/�/--\1'2O,/2/--!/l\!I eB1�-3,\�0/\v�O'CE(�,m/I''^I„: iIIII�a`TT MS lTB„O�EB P°wV _in°_oT_I 0I_II B+,hjIII/'!O r\U�,ACA 01s7\♦'.�B3 1.5K,3 095I—b1I.—TB,—,�3—o C-.1.1H2I 5—I I III;1 i5II II1` —` .I:. �J�...,. 1 i IM�I111 I(II 0StGIhI SIal �IY 3 1by4ijF-k r)4 /.\\\O_•j / 1 9 A1 _ , ---- AE..d51 'ST.■A.WD0IJ}]MBBB P JJ: 10. 0.9 L.C.AND Ez RNnpa�aogNS.p i O NnWgxa� }N , F INC.C . 15 SOLDIERS FIELD PZ> L.0 BRGHTON, MA 02135 617.779,9500 F617.770.95115 DA.2OS mOf uj is 2s I OFICE YOUTH ROOM 0 02 OS LIB c J BE�ZlAR ZIAnENTRY 1 11 11 LvFc71BUlE Z{a ILEV rs_2 Cy 01 1O L LJ G114 12 FIT SODA FOYER 15 POSE 21 ROOM B L1JLB / L�L - - - - — — a� - _SCUDDER ROOM r£ 0SCUDDER ROOM z A M \ S'ING FLOOR osILOUNGE4 ONWARF STORAGE 10 \ 1OsJIL �L - - - - r W-1 r OFFICE 120 Q 1 B � —B CA 26 > QWO3'S i I w _ (n Q0 W O u MEN'S \R CHAIR&.T BLE EN x STA 5Aff_ ST AO EF Al B KITCHEN STORAGE MITREE TITLE: B EXT.STOR. CLOSET FFICE 138 MECHANICAL LOWERB JAN.- - TOILET LEVEL USTAIRNDER � FLOOR PLAN B nil 666 CORRIDOR DATE ISSUED: 09/08/200 8 REVSIONS: LIQUOR CLOSET ,37 L MECHANICAL DRAWN BY: S. KHALIL PROJECT #: C-0016-0 DRAWING NO..1 4 6 z4 B.z �I I 10 ' 11 m I ay I 2 � ' y j' D WnVy ml bbi IqN AC1 D.adfA P/�M - � _ i . N.We1.��D-]iWufudW WPVT-Wlb-9]Jdq 29'-1• 4'-0 8'-8• Y-0• 2 e�� �x 4 s P u.�R 242 0 1Y .C. 2z12 0 12'U.C. I. 18 QC. T m CUT M T - 9 MIN.0 --m_— I. 9'k".DPEIH - n O - - - a T C_ � zz x 5� p I (A d zG1 N Y^,umw . �. o D 1..L111 - . m - iu '3 D�$� � Ob WVX4.75"STEEL f �pY (� (�X 4:. z i I BE n, FLU O- O- O { - z OX FRAMED i p - N Ir: zz :Kz z� �� 3z I. zZ zz -I 3/4"xll 7/B" L J. zG ILI W%4.75 9 J wlo.t _ m7 o I I I5Bx25 -II• B'-5" T-MVom r DA10 nP 2D ' o - IOx -g W10x28110° 4 75"-may.�L WIOx26 I IIII�` ° •: m ;. .rE ®_ IyT+e b B An, FL Or�-r Y1 AME e - s� I I Aca C� I .,".25 O - zl I 3gE 3z 61R1� rp Zz98n zZ I i. z z "S (3) II 7/B" i 1np' p I - Stj .fB221_ tl.WIO"X4.75" STEEL - m CA 1 � LVL W8 X55.25 STEEL O I BEAn, DROPPE BEAN, DROPPED O WBx25 20'-D' ~ l'r� � �1naF ox �x12@I6" oNEp a x sFi � � ryL p�4�sN W fr p•'� a pl'C `� m I I 2)-2X126�'PLYD pr W12�90°X4.7 "STEEL — _ BEAM, FLUSH 2xp�16 z 6i CFI + 17— I I H � F p s(� � 9 2x12€� 16"o.c. I I ro WIO°x4�" STE L — mTo BEAM, FLUS I FRAI'IED � l xi2�Iz°O.C.- - - �" F® 2x12 @ I6"O.C. rI vl I II r F 5� 'I 1.�� D x� CE D N p p f3 f3 p p P g n m ' .>. v N. 7 � 5Q�S E pA zoy 0 8 0. W8.J5 + i%E o �r� �, pn $ 80 8000s 1.8 C z> e p� " m g o❑ $ SLOPE W6y18 `2 11 gppE ,OPEN WEB JOISTS @ 16"O.C. gFJ $ s§o 0205 .� �g axn .x a eva oo FF� HEIGHT =8'-O' S K o s 9 p _ Ie°9 ea s000e 1.e 8 g EZ x BCI I s Il I I I 3W T 11'-z' 13'-1" 20'-r, O D O C7 .m 1, � T _ 3 2 m ' ? _ z HYANNIS YACHT CLUB Q � N Z RENOVATION ALLEN&MAJOR ASSOCIATES, INC. N 490 OCEAN STREET m.,. mm.Dmmw, w m , N O 3 2 HYANNIS, MA �i °