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0780 CRAIGVILLE BEACH ROAD (18)
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J,u�•f t •; �1 � �t t - - 1 Town of Barnstable Building Department - 200 Main Street Hyannis, MA 02601 ilk9`� Fo:A• (508) 862-4038 Certificate of Occupancy Application Number: 201306579 CO Number: 20140144 Parcel ID: 226140000. CO Issue Date: 10124/14 Location: 78004 CRAIGVILLE BEACH ROAD D17* Zoning Classification: SPLIT Z.ONING Proposed Use: Village:, CENTERVILLE Gen Contractor: CALLAHAN, STEPHEN R Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed W ' TOWN OF BARNSTABLE Bu ldi �t41E 201306579 PermitBARNSTABLE, Issue Date: 09/25/13 9 MASS. �At16 A Applicant: CALLAHAN,STEPHEN R Permit Number: B 20132312 Proposed Use: Expiration Date: 03/25/14 Location 780D-1 CRAIGVILLE BEACH R(EA&IMtrict SPLTPermit Type: SP PROJ RES.ADD/ALT Map Parcel 22614000Q Permit Fee$ 765.00 Contractor CALLAHAN, STEPHEN R Village CENTERVILLE App Fee$ 50.00 License Num 28119 Est Construction Cost$ 150,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TENANT FIT OUT FOR UNIT D-1 THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: ISENSTADT,ALAN TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 477- INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: JL Building Permit Issued By: OF- THIS PERMIT CONVEYS NO RIGHT TO OCCUPY,ANY STREET ALLEY`OR SIDEWALK OR ANY PART THEREOF EITHER T PORARI Y Y'ENCROACHMENTS ON PUBLIC PROPERTY;N0. SPECIFICALLY PERMITTED UNDER THE BUn.DING CODE,MUST BE APPROVED BY THE JURISDICTION.'.STREET OR ALLEY'GRADES A W ELL ASDEPTH AND'LOCATION OF PUBLIC SEWERS,�MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS..THE ISSUANCEOF,THIS PERMIT DOES NOT RELEASE THE APPLICANT PROM'THE CONDITIONS OF ANY APPLICABLE SUBOMSION' RESTRICTIONS ; MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION . 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS, WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE.' PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). WON BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS . ' 1 2 2 2 r 3 � _ GaJvr�6 1 Heating Inspection Approvals Engineering Dept Firp Dfept 2 �S Board of Health d PROJECT,, — �- 1 I j� NA : 1 a y`'C' ADDRESS: PERMIT# DLO) -,a6 PERMIT DATE: 5A IL l ' l WP: LARGE ROLLED PLANS ARE IN: . BOX SLOT a— Data entered in MAPS program on; 16 o BY: J q/wpfiles/forms/archive � � c�..N��� T,,,�c �� 1 � � GetPageDeviceName @ type @/nametype ne -1 W length add} for string 6 1 $ 5 getinterval }repeat ! cvn 3 1 $ ! ! E)b /ColorRendering defineresource ! )b/fin /findcolorrendering(buildcrdname @/Col /ColorRendering/ProcSet findresource ' /selectcolorrendering{findcolorrenderi setcolorrendering)b/G2UBegin(findresou ' )bind d/G2CCBegin(findresource/FontIn /G2UEnd(E)bind d/AddFontInfoBegin{/Fon /GlyphNames2Unicode 16 dict d/GlyphNam /AddFontInfoEnd{E d)bind d/TOAddCFFMtx E)bind d %%EndResource end %%BeginResource : procset Adobe_AGM_Uti %%Version• 1 . 0 0 %%Copyright : Copyright (C) 2000-2006 Ado systemdict/setpacking known (currentpacking true setpacking)if userdict/Adobe_AGM_Utils 75 dict dup b /bdf (bind def)bind def /nd(null def)bdf /xdf {exch def)bdf /ldf (load def)bdf /ddf {put)bdf /xddf r El 00 El Ell 8; �_ _,_ELEVATION: z EL 14N__ g -x s ELEVATION a ELEVATION D-A2.1 �1 .. C> NORIHwk$ r ELEVA-TI, ON., -,.' '-, 8 -- 1 -o -!Il! ;!i!!rir!� 1!!I!!!! IIf � •�:.::�-.���'!!I� ;!!!I!!! I!!!!!!!!; II1� �IIII�;!!!I!!!;�;1!ll!llt�lll� �I!�:.�l + li�t(if t��r it art+ ' � �Q � � `� :� I!l !!!!�!!! II!!!!!!!! Ill =�.•�.... _� _._ _•:� -- �Ilil`!!lU!!Il!llllEllll 11{ . Ii lII 111I11111 1!11�1111 (!� ��` '•`�.�.'�..,•"'.=""' .:""! w. SOUTHEAST _E-LEVAIIQN ,w-_ V-0 `� a '�.:fs 1��+/ � ,��, ty illy �'f �zof� ► __ -- __. ._1... _ !r7/,��fr t li hut( � J♦�,'�;�•c ern 1�� I `t y rZ�► . �* ��-.A rr � • 1 �i � I NORTHEASTVA yJ j -ELE ON L tI Uala-`'`lot - J T A SOUTHWEST r4N ELEVATION _ K • 1 i . Commonwealth of Massachusetts eet-Metal Permit :l:a PardeiPON, 1�.�6e: ►�J�_, !3—_ ocr 21 Pesmit it Z aced.Iob Cost: $ � �13 Permit Fee: $+r__ a. ._ .:--.. stim O Plans ubxnitted: YES _ NO F BARIVs� 81 ans Reviewed: YES _...... Business License # -c�cif �� e 2(�; Applicant license k.� _._.. .. ._.:_�...... i Business i'nformation.: Property Ovmer/.Fab Location L nnolgo_c�,: r �o Name: : Co h s' Name: _We-A +�� � 1,•�w �'���� �'�� --�--------- ��r)�►�� u nib" Street s max_ 'D I -. Street: City/"1"own:LA!)_y a r,rn® {� _ 2-G*.3 City/Town: Telephone: �c�n `f R Telephone: 1 �S 3f ?. - Pb.ota I..l'a. required J Copy of Photo I.I . attached:: YES QC5— �/ �tO .._.. - ' 9ta:;lritia' 3F1/,14-4-imirestricted license J � w2_.restnc e o �vellings 3-stories or less and commercial up to 10,000 sq.ft `/'�:- r� anvil - Multi-famil Condo/Tcwnhouses kka k )?,esidential: 1 z f y Y i:,'ortansei°vial: Offs: Retail industrial Educational C.(1tM t�-t Fire Dept. Approval t.•�-�`^ . Institutional_ Other Square Footage: +.order 10,000 sq.ft. over 10.000 sq.ft. Number of Sheet metal work to be completed: New tWork., Renovadon.: Ef VAC of Metal Watershed Roofing ` Kitchen Exhaust System Metal Cbimn.ey/Vents Air. .Provide detailed.descripticn of work to be done: _ 1. �)C'�1.ri'C"fQ�lUvg� 11'1 1.°Ark Cass,! ._ ggJn� ._... . ..p,- :. �jrSS �ur� a'-- /�e0a1r1t1t_-. 4 x {; ' NIS1.lf ANCt, COVERAGE: i,c;ue a cual ent i il' ' �af� f�3!insurance polieyr or i equivalent v�rfa;c�;isae��the rer�cafre erata of l .G.L Cf�. Na h6e*checked ,indicate'Yi'e type of edveram by chec'king g"he ap�rooriate ircx beta i't" ,. v�hir_y'insuii ance policy ❑:; Ot#tertype of index �,ity.❑ „ actici . � F2AAiCE k11+atla'E3d l;arra aa�s re#h ti32 lfcers s da�a3s ngt ham td�e Fnsi�ra ca caaves�c�d`rrz�iuired by r#i;�f,l,a:r 112 of t1id Gehiaral i awd,anti tnmt�iy'sign'ature:on trfs peirtafRPPaid idon this-re uerataaent" g $ Che kbn, C niy r or O S lgnatuYa df,Ovmeviat-�er's r i . w I a 3,rra tifrlc xf 1, I hereby certify Uiat all of the detalls and informatlon l have submitted(or-entered)regardin!;th,!&;aznpllmi, on wiu^a;true and r r:Mt9 to ill-0 best of my knowledge and that ail sheet metal work and Installations performed under the pe.snit Issa ed for w,01 be nrillance naith all pertinent provision of the Massachusetts Bullding Code and Chapter 112 of the General Lauri. Duct inspection required prior to Insulation Installation:YES NO Date ^o�ezts i al d3ispe ©IA ; I Date Type of License: Maste..Restricted ourneypewn a. Signature of LICE:nsee \ _ --- 0JoumeyperscrF'_Pai icted } : License Numbe,.. Check at ,�to,-Signature a?Permit Approval P n , COMMONWEALTH OF MASSACHUSETTS AIM =SHEET METAL WORKERS AS A i 1ASTER UNRESTRICTED t 1SSUES,THE'ABOVE LICENSE TO ;NUN7I0 L NAP_OLITANO ' I� 7T CAMP, ST W YARt10pTH MA .02673 jr 3207 41�_ L 06/28/14 1Fi10/2 _, - � T F '! lN SRs; — f�}6•CP COMMONWEALTH OF MASSA.GHU.SETTS HEET METAL WORKERS AS A""fvIASTER.-UNRESTRICTED i ;ISSUES THE ABOVE'LICENSE TO NUN7I0 C NAPOLIT_ANO 76 GAt'IP( ST W . YARt1 0UTH MA 026;73 3207 4132 O6/28./14 1s:10/2 Y71E C0vz lt01Mer'i` �if 60 ��Iitaagxcaxt�lreez, ! 0 .�1X1 i Workers' Cou'pen-s4orL Iusurnce AM ld A*p.P_j�czxt ImformAtion Name,ahmin=810,- i,�i flA1 j Czty/s'tEF. ap Fhcme �Are yaaP au ouaglAyer?Check to :da b= i a Moyer vet Q -4. r am a 9Mera.i eairtcactm and I -fie of Pi-aject(i exsixezL):'^ la�os(frE r sr�-� iza70�d 3ze =ca ac€ s 6. ❑New ccns_ �i a31 pxts�etor-p :tisterd on Inc.stRahed sheep 7. a shi aid ha [j?,=dah ig P no employees Trese sub-oamd� fnr M=hz cMa , 8. LE D [2�1a wazlmp'chap.inmi2nce camp.me -nne 9. [ l ci e, kEoxL i rp� a PCIPD a.�a3xi'it , 10.0. al 3.� 1 am a hameo�r chino aIl•war� affic a e zsed Elec 3c :epaxts a EiCu at7�a u1 lNo wvrs ' coma. riet of=wMptim p or a,.sL.uora:a I MGL as8,-Ice imgakedj t y.152, §1(4),and we haYo �❑P,nofrepar.s +I moployers.[N&woo ' � 13.i t Q#� m Axy Wrptie t cber�y�=#1 M5t stisc �satEBce Z=-e iTea••J flf apt 9:e secdau b ' t H� wiao svau�Yt+2ds amdayimr'ncat�,g ��0� �' ces¢r.�sat;;,a�.obi:.y EcSr-r�i;r•- , -�R---' ..... Md Cant*ae as P prov ir]C w�e�e tmoiie a&mt cho:k!irs oa=xt d M zej Li&=t submit ancV aaav tDzHCa !;U 'si �fIo— fccsioc� $cagwr= If tho sub-antmotm b0c srd sag Ws cr=tfats:a e titie hake azsetsa camp.peTicym�sa� rxT�B a s errr lmser r is prtt?ic£irzg x�orlrers'caar.PnrLsadan,iPrar-m-zaa ar ur fstm,�ioa� R �_ •f �•d��% ...8�°eiolu i.���aofxc y cerad poi:s�,�e•, _..._w. f T1� a e�'L'�py 1�aI1C: a Policy#ar self-im, zic.# L)CS "S 3�� "'O t'212,16 D�: 1z1 6yl Too ttiich a.copy of me wos}resa'car�ensatD ysfo to n poli�ydeclasafaapRge'(snnin I;a � abez scorn coyote as re —a policy and ex prra.?auzc si�.�t� � q�d��ecti.cs.�zdA aft,c, 152 c lead �= ire?zn to 1,50t�.00 and/or oaa-yew a� i�fie ira�fann I p2tis c f s. as wetl as czv-�E.P=ah m a the km a a STOP s., to$250.00 a day against yiaiator Be advised a. OP WORK-0 iR I� rry s uns of the IDTA mo"t iCe co vEr �y of the�mZ7 tro fnrws=ded to tlac Oise ru zdts ILBTLC8P1 AQIPZS�sdpe�¢itie�of t��e uxfarrrta�t lsraai. e imp^�T":, _• � �++cu.LL1 Dom )J i G1SY_ 3ltTlf2 he C0vvle t'C�or f6wn '. y Qiy or. To za; I� PwmaLiegce A �� I''Tssrdmg AnI`4lPrity(cirrle anew I•B63rd of Real 2.'Bu4dbjg Ike t 3. 5 .falter CtiylTbw'n Clerk 4. Meatrj j ILTector S.PI a f .. S/ant gin. qf chronic Ex COwer Job Name: tradewinds Customer: heating and cooling con Engineer: Salesman: seth i Address: 780 craigville beach rd City: centerville State: MA Zip: Phone: Indoor Design Temperature:72.0 F Outdoor Design Temperature:5.0 F Altitude IElevationl: 0 HEAT LO55 CALCULATIONS 1st Floor living space Floor Totals Job Totals Room Height(ft) 8.00 Room Length(ft) 29.00 Room Width(ft) 32.00 Doors&Glass(sq ft) 201.00 Door&Glass Factor 0.6500 Exposed Wall Length(ft) 90.00 Exposed Wall Factor 0.0700 Cold Partition Length(ft) 16.00 Cold Partition Factor 0.0800 Ceiling Factor Floor Factor 0.0400 Infiltration Factor 0.0270 Indoor Temperature(F) 72.00 Heat Loss(BTU/HR) 27,4481 27,4481 52,788 13A5EB0ARD 5ELECTION5 1st Floor Fine/Line 15(lin.ft.) 50.0 50.0 96.5 selected Fine/Line 30(lin.ft.) 47.5 47.5 91.5 selected Multi/Pak 80(lin.ft.) 38.0 38.0 73.0 selected i -1- Copyright(C)2000 Slant/Fin Corporation 100 Forest Drive Greenvale, NY 11548 (516)484-2600 WWW.slantfin.com f Slant :n® � chronic Ex e'r � p Job Name: tradewinds Customer: heating and cooling con Engineer: Salesman: seth Address: 780 craigville beach rd City: centerville State: N A Zip: Phone: Indoor Design Temperature:72.0 F Outdoor Design Temperature:5.0 F Altitude Wevatlon): 0 HEAT L055 CALCULATIONS 2nd floor living space Floor Totals Job Totals Room Height(ft) 7.80 Room Length(ft) 28.00 Room Width(ft) 32.00 Doors&Glass(sq ft) 188.00 Door&Glass Factor 0.6500 Exposed Wall Length(ft) 89.00 Exposed Wall Factor 0.0700 Cold Partition Length(ft) 16.00 Cold Partition Factor 0.0800 Ceiling Factor 0.0300 Floor Factor Infiltration Factor 0.0270 Indoor Temperature(F) 72.00 Heat Loss(BTU/HR) 25,3401 25,340 52,788 DASEDOARD SELECTIONS 2nd floor Fine/Line 15(lin.ft.) 46.5 46.5 96.5 selected Fine/Line 30(lin.ft.) 44.0 44.0 -91.5 selected Multi/Pak 80(lin.ft.) 35.0 35.0 73.0 selected -2- Copyright(C)2000 Slant/Fin Corporation 100 Forest Drive Greenvale, NY 11548 (616)484-2600 www.slantfin.com a� 07/19/13 S _ g _ S o ! J fA U ND w U jOh[ r-°yr r-r r-r ,.•-•yr '" - _ I Y E�u ouN" ZU r x O r--- -—-— — i FO i gallik r t- nr ,rl '-tlli A O "" I ILP l i III I L r� am p $.o " CFI- I-�,-� '-. O� �-_ 'I O. ,N•;v`.�,u'� 'Q_i i � °"^ I I �— — 011 1 O I I I I -,, �-,,p• v-m n/ __. •b i.r-,°.� aJ,• © O , 4U 1 lip:Cull 11 a- rl I i n SECOND FLOOR PLAN i uNAWNG N°. -A1 . 07/19/13 ra ' try e•-r I `r: -f r� Fit's{{ 'P F P • • - _ —________—_ K-,01 b Yul Ij lt � p I E I o 0 6 __ Y - a Z W. ONE _ 30i' � I. GENERAL �' m .:p. p I N661/il1T ST i9 H`C 0'5 , m m 14"1 - e°. r-o — I � � R o illlll -------- SI'-0• 1'-r St•-o• It'-V N r-------------------- -- ----------------� I I - n BASEMENT FLOOR PLAN 4 ,—0 A]11 �..i otuww°rro. D- a,E 07/19/13 r-r I I ' r-tc t .e'-r e•-r • tY-O' p'_a- _________—_ �I^ __— Tll;t_ .si --_ ___ F fi'r' I J� t - ---------- ------------ t I i O H a IU�NO °-o• ° : _ c O 6° vq OICD s e U Npn 0 yy _O O ______ _-__i f Q QON , 1 Z .12 l0 , I Z_�dc aomu - +Ol — `O z a _ - _ Ia-°• r-r I o Z w -' A Y dlC�l I c Do- O eat GENERALsrb °c m 4 0 i yF�N Un] n - i signs pptE I�FRO/ `�ma�yy{y--,,��� �r-yq e_ W ___________________ _________________ m n BASEMENT F OOR PLAN mmo N°. D-Al .1 wie 07/19/13 j r-s- r-n,/c BucpxT � I y I I I r p p vi O O O J n I I !I § H17'Solr" aK00Nr I•: r_Q y m 11 � N kINGamQ"B p o_ A@A@ L — excarc ow c10 BE]n9 Z cmg b,iBx - Q _7 _- __ ioffi r w _ I e I B r l {, t ,r-n• o ra-o i e-c p.x r-r UN I ti ll W }° :NG e a _ a ad 7E i I mO 4 - , -],n' � i 0'° Utl1di>'rYYA] I I i oz�l I §� - -- § o�m s 2O _ C Re I - T .. Y HALL ,{ ]C•i,a b I s V2' �! rn'v I J-, I Y N— o s U Cm e � I � II � - - = I � r-T,n• b - ����p� O u_NN� � I o - a v Fu7R�HALL btl� '§_ iz i 2r-r 1 I rc-°• O-. 0 '_. n aY-p' _- I ' 1 _ I y n FIRST FLOOR PLAN _. �BBnwwB,ro. -A1 . f Town of Barnstable f Regulatory Services MAW t HARINIT,- IRTy i}' g Thomas F.Geffer,Director Bmlding DivWon Tom Perry,Bnildbug Commissioner 200 Mai* St� �.Hymmis,MA 02601 www.town.barnstable.ma.ns Office; 508-862--4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A.Builder as Ownez of the to snb'ect J P .PAY heteby authorize N u�O ' n G p o I` r g no- to act on my behalf, in aIl matters relative to work authotized by this buflding permit. (Ad&ess of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not-to be fiIled•before fence is'installed and pools are not to be utilized until all finAlinspections are performed acid accepted. c� Lute�Of � Owner LofAjpL)p1Hc=tt "�_ • Se�n . ��,,.� � v 'Lt �J�qo I Q • Print Name Print Name Date Q:FORMB;O SIONFOOLS CERTIFICATE OF LIABILITY INSURANCE 6,10:_/2013 T.HIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON RIE i GEr 7(F€CA7E DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AF'r+Y'�d''IE^i ,i' Yr rH�+IT}a uk�'GL, SELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE t..LSiN l•P }: REPRESENTATIVE*OR PRODUCER,AND THE CERTIFICATE HOLDER. -- 11Pf'GRTkiVT: If Ltle certificate holder is an ADDiTiONAL IN the pollcy(les} must be endorsed, if SUB 10151t471513.17, Ina terms and wnditians of the policy, certain policies may require an endorsement. A statement on this certifi:ate doL s n,,t c i=;r riuhts Lo - cer8ficate holder in lieu of such endorsement(s). PADL SCBLEGEL -..-- PRODUCER NAME PHONE Ji1 7l-0ii_.3 a Schlegel & Schlegel Insurance Brokers Inc PHONE o etctY•-508--771-8381 IL SCX- GELINSURANCE@V",RI w;Fi 3E 10kIN STREET ADDRESS: R i CUSTOMER ID p: - SS INSURERS)AFFORDING COVi RAGE i -lP:f+IC ;Cast. Ya:L'mouth, •MA 02673 --- --_-' INSURER A PHENIB b=tJAL INSURED -- >Quna�O Napolitano DBA BEATING & COOLING CONCEPTS INSURER aLIBEp.TY b0'.UAL INSL-RP:T"Ca __----------F------ -` IsCX. 247 INSURERC: — -------'-----._-_�_____----- / INSURER O: --------- -' ` INSURER E: - —` t lars.otat} b� 02673 INSURER F: ._........»_....._..:..,._..............w.....-.., REVISITNNLINff3rC" OVERAGES CERTIFICATE NUMBER: ('?1IS 15 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED 70 THE INSURED IdA,' tI A t C h E Ff FF !NDIL::ATFD. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DUCUME!IT V'�ITI, S CERTIFICATE '01AY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIi IS SUP!LL 1 J 'tl'- THE T K I EXCLUSiOIJS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOV01 MAY HAVE BEEN REDUCED BY PAID CLAIMS. _--^_- PU ICY e.r�r oOL(C EXP , ! ils POLICY NUMBER (tdMiDD.+YYYY1 t (tAAVDD/YY'/Y) _ -_..---••-- LTR ! TYPE OF INSURANCE :C 'R .y CC.e t . INSR WVD EACH z cur:!:=Era - - ! ,_ ` - GCVSRALL.IAMLITY CPP0703684 I.-`"."•-"'� TL�'�---�--I ; 3.� r'Ou '• PREM&iS;ca occf:,?act ___: ---- ._... GENERAL LIAMLIT! l r- MED E/ t:r -- ii{ -I CLAIM.$41ADE ]; OCCUR G�)1 o o f 1 PEPSO. AL&ACV !- r r i — ---- I ?_0a, -r - i i I FROOUf -C,a 1 1.,._.:— -- — 'r L L)fi, J17 T__ - I G"LAGGREGA?-LILVTAcPLIES PER: PRO- i LOC POLICY f "1 JECT I COMB N C S!NC �M --- f 1510.M.QN;LF LIAu!LI-IY (Ea acc.nt) •-_ -_• P - ! -� BODILY W.LJRY tF IL 1 A\-V AUTO —'- -- -) i - ALL OW'.1 „UTGS BODILY rwUR`_ SCIi'_[a!!_EC AUTOS PROPF.:"D?.hi Pr HIRED AUTOS " ! -- uRiSRELLh!_!AE € OCCUR I EXCESS LI.Au CLAIMS-MADE Rc:E\,IOPI / / , -pFll'Lilr,: ..> _ 'wC5-315-388523-012 f 12/0 4/2012�12 04 2013 X WIOP.Y[I?S C2MPErJSATION E.L.EA'`i r'.C=I INT ;i•�L j;•n r+ ! i AND u.^.FLCafF.?S'L7ABIf,ITY YIN ANY PRGPR!STORiPARTNER/rE(ECUTIVE a NIA ' _.--_.___.__.______�- ^•- -- ___..__-_ Of-FICEP,1k1E1h6E'R EXCLUDEC? 1 EL DH EnSE-_�.Ef•Sl=!_�'.'-.S `. �.'•'l;,''a'" idAandacmyinNFl) �� !9 yes dvWhs o L.stler E. DI`.EAi E;a,l�iCY_..`.:•.�-..T.� -_..f._......__.....�.. -.. ^E$C.RIP'fIGN CF OPERATIONS helon - DESCRIPTION OF OPERATIONS!LOCATIONS!VEHICLES(Attach ACORD 101.Additional Remarks Schedule,if more apace is required) D 0.TTI7•.3Q �;A;PO),,ITAN0 HAS ELECTED NOT TO BE COVERED ON HIS LL�OR2tERS COMPENSATION POLICY 1 1 - CANCELLATION CCRTIF!CATE HOLDER - 7!��RiA1 011 SAifiL'tSdTCF / ATT. BUILDING DEPAxtTMENT t_.:1NCELLc7 SHOULD ANY OF THE ABOVE DESC:IPE f F'L!1::! `.i D - °.6 7*1 SEP� TIAbT DRIVE THE EXPIRATION DATE THEREOF, N_:Tt;,L. V L PE DELIVIE;ECI ACCORDANCE WITH THE POLICY PROVISC VS. Sr1i?7xCh, k+ii� 02563 AUTHORIZED REPRESS AWE T�1 # 1-506-833-DO18 t I !�1988-200i? ACOR 7 r:1O0S!09} The ACORD name and logo are registered mark s IJ ACORD TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 226 Parcel 140-OOq Unit 780-D-1 Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation/ Hyannis Project Street Address 780 Craigville Beach Road Village Centerville Owner Trade Winds Residences LLC Address One State Street. 14th Floor r Telephone 617-861-2055 Permit Request Tenant Fitout J/l) A 7- Square feet: 1 st floor: existing proposed 980 2nd floor: existing proposed 1000 Total new 1980 Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type New Lot Size 1 Acre Grandfathered: ❑Yes J No If yes, attach supporting documentation. Dwelling Type: Single Family XI Two Family O Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes X1 No On Old King's Highway: ❑Yes X1 No Basement Type: ❑ Full ❑ Crawl ❑Walkout M Other N/A Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new H 2 Half: existing new 1 Number of Bedrooms: existing ?new Total Room Count (not including baths): existing new 9 First Floor Room Count 5 Heat Type and Fuel: 13 Gas ❑Oil ❑ Electric ❑ Other Central Air: ®Yes . ❑ No Fireplaces: Existing-- - New i Existing wood/coal stove: ❑Yes M No Detached garage: ❑ existing ❑ new size—Pool: ❑existing M new size Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing M new size _Shed:❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ J Commercial ❑Yes El No If yes, site plan review# Current Use Proposed Use Residence <:t 4l APPLICANT INFORMATION ; ". (BUILDER OR HOMEOWNER) CA Name J.K. Scanlan Company, Inc. Telephone Number' 508-540-6226 Address 15 Research Road License # CS O40692 • East Falmouth, MA 02536 Ho me"Improvement Contractor# ' Worker's Compensation # WC6-111-258096-037 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO n SIGNATURE DATE— f FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP /PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 226 Parcel 140-OOQ Unit 780-D-1 Application # 76o?o fn Health Division Date Issued Conservation Division Application.Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis it Project Street Address 780 Craigville Beach Road Village centerv;l l e Owner Trade Winds Residences LLC Address One State Street, 14th Flnor Telephone 617-861-2055 Permit Request Tenant Fitout Square feet: 1 st floor: existing proposed 980 2nd floor: existing proposed 1000 Total new 1980 Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type New Lot Size 1 Acre Grandfathered: ❑Yes M No If yes, attach supporting documentation. Dwelling Type: Single Family X1 Two Family ❑_ Multi-Family (# units) s Age of Existing Structure Historic House: ❑Yes M No On Old King's Highway: ❑Yes M No Basement Type: ❑ Full ❑ Crawl ❑Walkout M Other N/A Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new H 2 Half: existing new Number of Bedrooms: existing 2 new Total Room Count (not including baths): existing new 9 First Floor.Room Count 5 Heat Type and Fuel: 3 Gas ❑ Oil ❑ Electric ❑ Other Central Air: ®Yes . ❑ No Fireplaces: Existing New 1 Existing wood/coal stove: ❑Yes M No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing M new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ® new size _Shed: ❑ existing ❑ new size _ Other:. Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes E1 No . If yes, site plan review# Current Use Proposed Use Residence APPLICANT INFORMATION (BUILDER OIL HOMEOWNER) Name J.K. Scanlan Company, Inc. Telephone Number 508-540-6226 Address 15 Research Road License # CS O40692 Bast Falmouth, KA 02536 Home Improvement Contractor# Worker's Compensation # WC6-111-258096-037 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO .' 'l.t L.. fig -......... DATE SIGNATURE�i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 226 Parcel 140-OOR Unit 780 D-2. Application # [J� C16� (� Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation/Hyannis Project Street Address 780 Craigville Beach Road Village Centerville Owner Trade Winds Residences LLC Address One State Street, 14th Floor Telephone 617-861-2055 Boston, MA 02109 Permit Request Tenant Fitout 0A-)i 7- 'a Square feet: 1 st floor: existing proposed 976 2nd floor: existing proposed 994 Total new 1970 Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type New Lot Size 1 Acre-d Grandfathered: ❑Yes M No If yes, attach supporting documentation. Dwelling Type: Single Family 3 Two Family ❑ Multi-Family (# units), Age of Existing Structure Historic House: ❑Yes M No On Old King's Highway: ❑Yes M No Basement Type: ❑ Full ❑ Crawl ❑Walkout M Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new 2 Half: existing new I Number of Bedrooms: existing 2 new Total Room Count (not including baths): existing new 9 First Floor Room Count 5 Heat Type and Fuel: M Gas ❑ Oil ❑ Electric ❑ Other y Central Air: M Yes ❑ No Fireplaces: Existing New i Existing wood/coal stove: ❑Yes JU No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing M new size _ Barn: ❑ existing O new--- size_ Attached garage: ❑existing M new size _Shed: 0 existing ❑ new size _ Other: 5t PQ Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 3 No If yes,site plan review# - , UP co Current Use Proposed Use Residence APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name J.R. Scanlan Company, Inc. Telephone Number 508-540-6226 Address 15 Research Road License# CS O40692 East Falmouth, MA 02536 Home Improvement Contractor# Worker's Compensation # WC6-111-258096-037 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE (J) FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP / PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 226 Parcel 140-OOR Unit 780 D-2 Application # c;)6 2 Health Division Date Issued Conservation Division Application.Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address 780 Craigville Beach Road Village Centerville Owner Trade Winds Residences LLC Address One State Street, 14th Floor Boston,.MA 02109 Telephone 617-861-2055 Permit Request Tenant Fitout Square feet: 1 st floor: existing proposed 976 2nd floor: existing proposed 994 Total new 1970 Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type New Lot Size 1 Acre,.;. Grand-fathered: ❑Yes. M No If es, attach supporting pporting documentation. Dwelling Type: Single Family M Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes M No On Old King's Highway: ❑Yes M No Basement Type: ❑ Full ❑ Crawl ❑Walkout M Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new 2 Half: existing new t Number of Bedrooms: existing 2 new Total Room Count (not including baths):existing new 9 First Floor Room Count 5 Heat Type and Fuel: 10 Gas ❑ Oil ❑ Electric ❑ Other Central Air: M Yes ❑ No Fireplaces: Existing New 1 Existing wood/coal stove: ❑Yes JU No Detached garage: ❑ existing ❑ new, size Pool: O existing M new size - Barn:❑ existing ❑ new . size_ Attached garage: ❑ existing M new size _Shed:.❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑< Appeal # Recorded ❑ Commercial ❑Yes 3 No If yes, site plan review# Current Use Proposed Use Residence APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name J.R. Scanlan Company, Inc. Telephone Number 508-540-6226 Address 15 Research Road License # CS O40692 East Falmouth, MA 02536 Home Improvement Contractor# Worker's Compensation # WC6-111-258096-037 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE I r oe I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION,.. Map Parcel / 'Application G�'l1 G,r�✓� Health Division "Date Issued Conservation Division Fee Planning;Dept; ,.. ....:_Permit Fee; O 3 Date Definitive.Plan Approved by Planning Board Historic = OKH Preservation/ Hyannis ; f , Project Street Address r Villages i r Owner i� / &AJr - 9 Address Telephone Permit Request ��v ►tiC _- tl tom, rtn�u Gl' Square feet: 1 st floor: existing proposed 2nd floor: existing proposed---.--- Total new Zoning District F od Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Q Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other KZ) Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 22 Name / ±.c •.��c °� Telephone Number Address License # q Home Improvement Contractor# S Worker's Compensation # ALL CONSTRUCTION XIS IS RESULTING FROM THIS PROJECT WILL BETAKEN TO fir° UIFSIGNATURE DATE /D s f FOR OFFICIAL USE ONLY i ;,APPLICATION# DATE ISSUED } MAP/PARCEL NO. ADDRESS VILLAGE OWNER x 4k(C DATE OF INSPECTION: FOUNDATION FRAME INSULATION -FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL J GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED.OUT ASSOCIATION PLAN NO. A 1 1 4 w i ` The Commonwealth of Massachusetts Department of Industrial Accidents H W Office of Investigations a 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation.InsuranceAffidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/ludividual): , n.S Address: o. q6 6fi City/State/Zip: A 4 Phone.##: :Are you an employer? Check the appropriate box: ,Type of project(required):. 4. I am a general contractor and I 1.[� I am a employer with � 6. ❑.New construction . employees(full and/or part-time,).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, []Demolition workingfor me in an capacity. employees and have workers' y p ty. 9, ❑Building addition [No workers' comp,insurance comp. insurance. required.] 5. a are a corporation and its 10.[]'JElectrical repairs or additions 3.❑ I am a homeowner doing all work . fficers have exercised their 11.❑Plumbing repairs or additions .myself. [No workers comp. right of exemption per MGL 12.❑Roof repair insurance required.]t c. 152, §1(4), and we have no 13.❑ Other n employees. [No workers' comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners.who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. xContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). Failure•to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK.ORDER and a fine of up to$250.00 a day aga' a violator. Be advised that a copy of this statemerit maybe forwarded to the Office of Investi ations of the D f urance coverage verification. I do hereby certify u e ns-and penalties of perjury that the information provided above is true and correct. Si ature: Date: Phone Official use only. Do not.write in this area, to be completed by.city or town official. City or Town: Permit/License# Issuing Authority(circle one):. A.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Information anc. instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an individual,partnership,association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership,association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to'operate a business or to construct buildings in the commonwealth for any applicant who has not producedl acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter..152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for,the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies'(LLC)or Limited Liability Partnerships(LLP)with-no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit.or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. ` City or Town Officials legibly. The De artment has provided a space at the bottom Please be sure that the affidavit is com lete andprintedp P p P of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person,is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please'do not hesitate to give us a call. The Department's address,telephone and fax number;- ` , The Cozx monweaM of Massachusetts Department of Industrial Accidpts Office`of Invest gatiaas 6€10 Washington Street Bogon,MA 021',11 TO. ## 617-727-000 ext 406 or 1-877-MASSAFE Fax 4 617-727-7749 Revised 11-22-06 www.mass.gov/dia OCT. 21. 2 9 C.3 37PYS0$710LC HI ! ISONSTADT IBC. 9 01) P, 1_ En of Barnstable v b171�Si�leY'��0GS0� psi[ J `�to tug° 'ToMT=7, 13u4laia;��rut�ussYo�aes 200�+�ai�Sttcot, Sayann�s,Avv;�Q�601 . 508-79u-62�0 price: S0c1-862-403� property OonerMlut complete and Sign This Section if Using AB-aildtr I, Ij ��s eve fzeov_��'`A- = as cr of It subject p pe.;y' 'TA FC " 4 f to act 0A Iryleh-4i, in�L sc afters relative to,TIOTA�=t O:i=d bytbz biuldmg perpait AppIid o V. &A,5 rseAP.ac4-z;1:- I Ad dr ss ofjcb'% P Qp S' aae of Cvner ' s gsorw�s.o-�rrra��zs�,or� . a� �?VED TIk/F JCT, 2', 3)8F s l � A R CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) �•►� 4 1 2009 PRODUCER NORTHWOOD ESHBAUGH INS AGENCY INC ' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 540 MAIN STREET ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HYANNIS, MA 026010000 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. (508)771-1632 INSURERS AFFORDING COVERAGE NAIC# INSURED T D I REALTY GROUP INC INSURER A: Liberty Mutual Group PO BOX 796 INSURER B: HYANNISPORT MA 02647 INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS TYPE OF INSURANCE D M DD GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED C07A_MERCIAL GENERAL LIABILITY _ _ _ _ _ _ PREMIS�Ea occurrenceL $ ~ ` CLAIMS MADE F OCCUR ^4 �.- MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRO LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person), HIRED AUTOS BODILY tN,�URY, r,a NON-OWNEDA.UTOS I t #� _ (Per accident) $ i r f PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY - r AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE RETENTION $ $ ' A WORKERS COMPENSATION WC1-31S-365323-019 3/5/2009 3/5/2010 `/ WC STATU- OTH- - AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N - E.L.EACH ACCIDENT $ _ 100000 OFFICER/MEMBER EXCLUDED? a (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 100000 If yes,describe under - -'- —- - - -----"------ - - SPECIAL PROVISIONS below I - - E.L.DISEASE-POLICY LIMIT $ 500000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION TOWN OF DENNIS DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 7 DAYS WRITTEN ROUTE 28 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL DENNIS MA 02638 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ✓ ( ' Jeff Eldridge ' ACORD 25(2009/01) ©1988.2009 ACORD CORPORATION. All rights reserved. -CERT NO.: 4716578 CLIENT CODE: 1365323 Anne Chandler 4/1/2009 6:51:28 AM`'Page 1 of 1 F op , 66ce iilanvrreamca elvdf' j Board of Building Regulation and Sta License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: - Board of Building Regulations and Standards Registration. 155997 w,t One Ashburton Plac m 1301 Expiration _5/29/2011 Tr# 283568 Boston,Ma.02 =Type Pnvate Corporation T D I REALTY GROUPMINC TATE ISENSTADT = ` 55 LAKE AVE. of �4 �'� W o valid without signature HYAN141S PORT MA 02647 Administrator I i , ulatons'and Standards Board of Building Reg tt ct. pervisor License t ConstN Su 1 license r r =Tr# 98149 �i 11 a EXpir E 3 2412� +a TP.TE /J BOX 796 �� O Commlssroner P ' HYANNISPORT 0 a a FENCE CO. OF CAPE COD I GEORGE MICHAEL CONDURIS --- ° 775-4124 1-800-582-5020 9 ENGINE HOUSE R( FAX 508-771-1377 HYANNIS,MA 026C Deep POST W/o r Uri m Lit D£Ep 1103/CoacAcl — �� oia: i r=61JIfV DATDD4 S J r V 1 L L c 71z4vu-w1A) s a COX S TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION aoa Y Map of J— Parcel i�' — l Application# Health Division Conservation Division 5E3 ' y � ;a� 0�G��1 Permit# Tax Collector Date Issued Treasurer Application Fee ? �� Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 780�Craigville Beach Road Village Centerville Owner Orbis Properties Address 1 State St. 14th Floor, Boston, MA Telephone Permit Request A new construction 3 unit condo building with garages (Building D) Square feet: 1st floor:existing proposed 3,000 2nd floor:existing proposed 3,000 Total new 6,000 Zoning District RB Flood Plain Groundwater Overlay Project Valuation t 1,121,997 Construction Type Lot Size 43,560 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family L1. Multi-Family(#units) 3 -� Age of Existing Structure Historic House: ❑Yes ❑No On Old Kin 's Highway`- ]Yes No 9 9 9c=. Basement Type: ❑Full . ❑Crawl ❑Walkout M Other Garage : s Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) co rn Number of Baths: Full:existing new 2/unit Half:existing iriew 1/unit Number of Bedrooms: existing new 2/unit Total Room Count(not including baths):existing new 6/unit First Floor Room Count 4/unit Heat Type and Fuel: M Gas ❑Oil ❑Electric ❑Other Central Air: ®Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing M new size 365SF Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name John Scanlan Telephone Number 6508-540-6226 Address 15 Research Road License# CS O40692 East Falmouth, BA 02536 Home Improvement Contractor# Worker's Compensation# RCI-111-258096-036 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Bourne Landfill ti SIGNATURE DATE 1,0-7 t I FOR OFFICIAL USE ONLY S PERMIT NO. ' DATE ISSUED MAP/PARCEL NO. , ADDRESS =y VILLAGE OWNER v DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL T , PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING t DATE CLOSED OUT ASSOCIATION PLAN NO. *�►°�"' i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION f-- Map (o Parcel 4 0 -M ( '. Application# Health.Division Conservation Division SE3 '-�1 � ��1������'"� Permit# r Tax Collector Date Issued Treasurer '' Application-ee Planning Dept. Permit Fee= Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis o� c� e Project Street Address 780 craigville Beach Road Village Centerville s Owner Orbis Properties Address 1 State St. 14t Floot, Boston, MA Telephone Permit Request A new construction 3 unit condo building with garages (Building D) Square feet: 1st floor:existing proposed 3,000 2nd floor:existing proposed 3 X00 Total new 6,000 Zoning District RB r Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size 43,560 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) 3 Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes `❑No Basement Type: ❑Full ❑Crawl ❑Walkout XI Other Garage Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) EEj Number of Baths: Full:existing new 2/unit Half:existing Cnew 1/unit Number of Bedrooms: existing — new 2/unit Total Room Count(not including baths):existing new 6/unit First Floor Room Count 4/unit Heat Type and Fuel: ®Gas ❑Oil ❑Electric ❑Other Central Air: ®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 M new size 365SF Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial "Li ❑No If yes,-sife plan review# Current Use Proposed Use BUILDER INFORMATION Name John Scanlan Telephone Number 6508-540-6226 _ s Address 15 -Research Road I License# CS O40692 - East Falmouth, MA 02536 Home Improvement Contractor# Worker's Compensation# WCI-1 11-25 8096-036 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Bourne Landfill SIGNATURE DATE ��r�` t FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING �1 )2q q DATE CLOSED OUT ASSOCIATION PLAN NO. 1lLG l,V/f Ll/LUIL'rYCI"d." VJ.lIt N.JJLL4/444J GLW- Department of Industrial Accidents ' w Office of Investigations d 600 Washington Street s Boston,MA 02111 www.mass.gav/dia ' Workers' Compensation Insurancer,Affidavit: Builders/Contractors/Electricians/Piu�ber's Applicant Information Please Print I eEri3aly Name (Business/Organization/Individual) `J.K.!"Scaulan Company., 'Inc..' Address: 15 Research Road.' *' City/State/Zip: East Falmouth, MA 02536 Phone.#. . 508-540-6226 , Are you an employer? Check the"appropriate boa: Type of project(required):. 1.❑ I am a employer with 4, ® I am a general contractor'and I'-' * have hired-the vub-contractors 6:'®New construction . employees (full and/or part-tune). f - ,- 2.[] I am.a'sole proprietor or partner- listed on:the,attach ed sheet. 7: ❑Remodeling M ship andhave no employees These sub-contractors have P � 8. ❑Demolition, working for me many capacity"`', _ employees and have workers' 9.'[j Building additron [No workers' comp.insurance comp.gmsurance. ; required.] - 5 ❑ 'e area corporation and its 10.0 Electrical repairs or.additions' 3. officers have exercised their ' [� I am.a homeowner doing.all work ,11.❑Plumbing-repairs or.addition_s ' myself. [No workers' comp, right of exemption per MGL 12. Roof repairs insurance required.]t c. 152, §1(4),and we have no 13: Other` s employees. [No workers' , comp.'insurance required.] *P.ny applicant that checks box#1 must also fill out the section below showing their workers'compensit bn policy information. , t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors mustsubmit a new affidavit indicating such. ;Contractors that check this box must attached an additional sheet showing the name of the'sub-contractors and state whether ornot those entities have employees: If the sub-contractors have employees,they must provide their workers',comp.policynumber. I am an employer tha{is providing workers'.compensation insurance for my`employees. Below is.the policy and job site information. Insurance Company Name: Liberty-Mutual Policy#or Self-ins.Lic•#: WCI-111-258096-0�6` 8/31/07 � " -Expiration Date: n _ lob Site Address: 780 Cragville .Reach Road e/Z 'C1 y/Stat P Centerville, {0242 t Attach a copy of the workers' compensation policy declaration pave(showing.the''policy,number and Expiration date): Failure to secure coverage as required. der Section 25A of MGL":c.152 can lead to the imposition of criminal pemnalties of a , fine up to 1,500.00 and/or one-year imprisonment, as we "as civil penalti:es in the form of a STOP WORK ORDrl2 and a fitie of up to$250.00 a day against the violator. _Be advised that a copy of this statement may be fo warded'to the Off_ce of Investigations of the DIA'for insurance coverage verification: I do hereby certify un er the poi e and p:enaities of perjury that the info rinatiomprovided dbove is true and correct, Signature: Dater April 27,..2007 Greg Inman, .Project Manager —' -Phone 0: 508-540-6226 Official use.only,. Do not write in this area, to be completed by city or town official City or Town: Permitl€.icenSe Issuing 4uthority(circle one): 1`Doard of Health 2,Building Departraent 3. City/Town Clerk" 4.Electrical'F:specter 5,Plumbing Inspector I' 6.Othex Contact Person, Y Phone 5 This certificate is executed by Liberty Mutual Insurance Group as respects such insurance as is afforded by those companies. BM0068 Certificate of Insurance This certificate is issued as a matter of infoanation only and confers no rights upon you the certificate holder. This certificate is not an insurance policy and does not amend,extend,or alter the coverage afforded by the policies listed below. This is to certify that(Name and address of Insured) J.K.Scanlan Company,Inc. ��� 15 Research Road -. ><"! V East Falmouth,MA 02536-4440 m TM is,at the issue date of this certificate,insured by the Company under the policy(ies)listed below. The insurance afforded by the listed policy(ies)is subject to all their terms,exclusions and conditions and is not altered by any requirement,term or condition of any contract or other document with respect to which this certificate maybe issued. Ex iration T e Eff./Exp.Date(s) Policy Number(s) Limits of Liability Continuous* 08/31/2006/08/31/2007 WC1-1 1 1-25 8096-036 Coverage afforded under WC law of Employers Liability Extended the following states: Bodily Injury By Accident X Policy Term CA,MA,NH,OK,VA $1,000,000 Each Accident Bodily Injury By Disease $1,000,000 Policy Limit Workers Compensation Bodily Injury By Disease $1,000,000 Each Person 08/31/2006/08/31/2007 YY2-1 1 1-2 5 8096-01 6 General Aggregate-Other than Prod/Completed Operations General Liability $2,000,000* Products/Completed Operations Aggregate Hx Claims Made $2,000,000* Occurrence Bodily Injury and Property Damage Liability Per $1,000,000 Occurrence Retro Date Personal and Advertising Injury Per Person/ $1,000,000 Organization Other Liability Other Liability Med.Pay$10,000 Fire Legal$300,000 08/31/2006/08/31/2007 AS2-111-258096-066 Each Accident-Single Limit-B.I.and P:D.Combined Automobile Liability $1,000,000 Each Person X Owned X Non-Owned Each Accident or Occurrence X Hired Each Accident or Occurrence C *Per project and per location combined aggregate limit of$2,000,000 with cap of$10,000,000. O Employee liability limits for CA are:1,000,000/1,000,000/1,000,000.—Job Number:06161'roject Name:Residences at Trade Winds-780 Craigvillc Beach Road,- M Centerville,MA 02632Additional Insured:Trade Winds Residences,LLC. M E N T S *If the certificate expiration date is continuous or extended tern,you will be notified if coverage is terminated or reduced before the certificate expiration date. However,you will not be notified annually of the continuation of coverage. Special Notice-Ohio:Any person who;with intent to defraud or knowing that he/she is facilitating a fraud against an insurer,submits an application or files a claim containing a false or deceptive statement is guilty of insurance fraud. Important information to Florida policyholders and certificate holders:in the event you have any questions or need information about this certificate for any reason,please contact your local sales producer, whose name and telephone number appears in the lower left comer of this certificate. The appropriate local sales office mailing address may also be obtained by calling this number. Notice of cancellation: (nor applicable unless a number of days is entered below). Before the stated expiration date the company will not cancel or reduce the insurance afforded under the above policies until at least 30 days notice of such cancellation has been mailed to: Office: WESTON,MA-SOUTH Phone: 781-891-8900 f, Certificate Holder: CLARE HALL/AHAN James Walsh Authorized Representative Trade Winds Residences, LLC One State Street, 14th Floor Boston, MA 02109 Date Issued: 03/21/2007 Prepared By: KS .. .A ✓K� VO�I7/ITGO�I2tl1PQG/�L dL�/!�(�Q}p�jZUQ�_t BOARD OF BUILDING/ REGULATIONS r License: CONSTRUCTION SUPERVISOR Number;;:^CS O40692 Butt fa4'OtgM953 Expires,OS06LZi308 Tr.no: 1428.0 Rest4rfe 00 JOHN K SCANLA( ` r 15 FERNWOOD RD,' NO FALMOUTH MA`02556=J �14— Commissioner / 0035.000 cf enclosed space (MGL C.112 S.60L) ` 1A-Masonry only - 1G-1&2 Family homes Failure to.possess a current edition of the 1 Massachusetts State Building Code is cause for revocation of this license. fi DIG SAFE CALL CENTER: (888•)344-7233. , l ■■■�SEON PARTNERSLC 617 507 5843 04/22/07 10:22P P.001 ■ ■ ■ 'Town of Barest-able 1 Regulatorr ScrN-dccs T6orruks F. Ccilcr;Director Building I?iti ision '. •--- '.t'n:;)T•'crry, F��ilding Cuu'�:ni:aiun�-r rm-w.toivrl.bnri)s tali lc.aet:u:. ProperLy O',;vner Mt1St Complete and Sian This Section If Us in_;-A B uilde r ^; 0-,:,—��:7:h:- 5 u'Jj C.CZ F'C'1C'l:' �!C:'Cl'��L1�hpTl%G ` ���c JC�4l9x Gi�6��lG�f •LJ PLC:C' 1_t_''}�C�^.21E� I ;,ll r::aLLC:K1 rL�1';t'B. Ln R'S)r.. a;li�1QI'.�eC� Ly i1liS iJl /� r" �_ticuZ� G'c1;�:�.t rt�.:c;.uo17 :c r • ,.�G ��"i?7�c/i`�P a ,✓ �L''c� ����>:Y/��c=' � ' Ill/ �,��� ` (Address of job) i s LEI flQ�S �IH��pa .sy r. „@c'� Wei 54 `,'+� L .. _ [ -�_ :N r;��—9 ,'' � �1 k �� _ p, w�'r� s e s`�'r`� -se€3 +-"-� �."J'! °�'� L.F.. '' tw wil ¢�'s�I-- ti 'LJ' ,z #' _..�,�=a .`' .^ r x^3-'•#`"'?; ���; '-" 'off - 9 }V r'" ('PrEi wsde. ,_ vn —;7o Nee�es3 r prowed,� t a�nsp mar�eM U`F StitUS Ii MA is o � r d l n#. #. i §w�}i°`'k ..y' 4-`€ a ,S-t .y°? :t.,•.s�., k+ r... +, s ." .. 77 a P.i ; r.�' �a i ', r„S�' a'F F ?na 9 Prerequis a tTri-HEALTH 'EPARTNIEN �,� _ ��V e]ed I* *r, t," 1E t#arifirpe � ��APPROVAL O 1 des viasrbJe�� 65 H LTH a�RT 9ENTAM , { Jr�sged# ray�ae t 3 t EA. rx sk'' " k� z a tcftt95 AM ,e s , wC P R=" PiQVEI �IGarTt, s F„ *t .i 'W.p �T'-2 � u CvmmEnI code *37 � �i b�edf(ro�iP�.cvndv�YA3JCct" '= x.wM.ww" a.:a�� �M' `a 5� k a — — a- ,n"} h uA r-' t�`5-.` '.:yz7° i� t 'a` " '"�9�'"ry �a°'*TM"°' w h� ', s (a Text a r 'tee i t 4 A ,r� 3 r i t s}a s �,4 xl- a [ � � ,a ,Eu o 1f' 9 k ._._ ,r,,, `a::.w xh °.x%*,°X4'3m* ^a � ,w: µa}, ��t� .<-`r >- , �"-K -r--,=:�.�• - �-'=y. — 4 e A*r 5 =; sYrr� �d° ,,§°„. a3 a F�M f° 1 NEg#a 4A, ' '"° 9�?��o-'a v " "°t �- . , � �,••'' rbs'.rs':.rs:.1a,'�a .:w,», ;�� .,.,.�».._�..��,...,�"��, $kwk�» r� •a�.�r�',r ,°:- r i9( .� a �,,..�.r F� i3,a'� ..�-� v R OASTAL NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte.6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 ■ Provincetown 508-487-9600 ■ Hyannis 508-778-9600 Fax 508-255-6700 FIELD INSPECTION REPORT #17 To: Bar a ui D artment E Trade Winds Residences. Job No: C16684.01 : 780 Craigville Beach Road Date/Time: August'", 200`' �at~1 L00`�^mil Barnstable,MA Weather: Warm, Overcast, 66°F� Chad B. Hill, Coastal Engineering Co.,Inc. (CEC) 01 David Robbins, J. K. Scanlan Co., Inc. (JKS) A field inspection was made at the request of David Robbins (JKS)to verify form geometryyand rebar for all foundation'walls at.B lding D'; aiid;for the'additronal`interio'r steeltc'olizmn`strip'footirigs161 ed in building"A".. 1. Itwas observed'thAt All forms and rebar geometry appeared to be sized and placed in accordance with CEC plans. • All vertical bars,appeared to be#5 bars spaced at 16" o.c. as specified on CEC plan. • All horizontal bars appeared to be#5 bars spaced 12"o.c. as specified on CEC plan; • There appeared to be (2)continuous#5 bars at the bottom of wall and(1) continuous#5 bar at the top of wall. • The Southeast comer wall appears to be unfinished and missing specified rebar. Dave!Robbins was notified of this and CEC obs'e red lie continuation o'Lrebar in this area. • Ina few locations of the wall, loose rebar was apparent. This was also pointed out to Dave Robbins and CEC observed the.continuation of securing these areas of loose rebar. '3 • It was also observed that some sections of rebar were not 2"clear from the edge of the wall form and_n some areas rebar was in contact with the form. It is said by JK Scanlan that this wills-le correc ed during the pour of concrete. 2. It was observed that the forms and rebar placed for the interior strip footings at Building"A"was in accordance with OEC-plans: .:Z'; is .. 4 . - • ;All longitudinal rebar appeared to be 4 #4 bars equally spaced"as specified fn CEC plans ,y,i- 'i � r .S U } � ids ,f•. } t.S.k .<.=.�.i .�-. .i � .i, ■Providing solutions for the benefit of our clients and community■ I I h i Tradte Winds Residences Page 2 of 2 September 11,2007 Field Inspection Report#15 • All dowels appeared to be#5 bars 16"o.c.with 13"hooks at bottom as specified. • All transverse bars appeared to be 94 bars placed 12"o.c. as specified. • The base soils appeared to be compacted and undisturbed as specified. • All form geometry was approximately 12"deep by 2'-6"at the base as specified. Submitted by: 3•off Chad B. Hill Date Structural Engineering Technician CBH/dlb cc: J.K. Scanlan Co., Inc. Keenan&Kenny Architects James Walsh John Stewart David A. Morand,P.E., SECB (CEC) J D:IDOCI C16600116684116684.01 UnspectionsTield Inspection Report 17.doc OASTAL NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 ■ Provincetown 508-487-9600 ■ Hyannis 508-778-9600 Fax 508-255-6700 FIELD INSPECTION REPORT #20 To: Barnstable Building Department Project: Trade Winds Residences Job No: C16684.01 ,Location: 780 Craigville Beach Road Date/Time: Sept..6; 2007 at 3:0^v PM Barnstable, MA Weather: Warm, Sunny, 65°Ff Present at Site: Jon Downing, Coastal Engineering Co.,Inc. (CEC) Richard Scanlan,J. K. Scanlan Co., Inc. (JKS) A field inspectioriwas iiiade to verify the existing connection detail of the 16"LVL at the northeast side of k Building"C"=for rede'signi of the`conne&ff �'Thi�following'a's"obs'erved-and'discussed. F f a l It was observed that the:cap plate°to support the 51-/4" x 16"LVl urider.`the enclosed^area of`the.uriit was 6" wide by 9 1/2" long by 1/2" thick. The cap plate had a 12" tall by 9 1/2" wide,by 3/8" thick steel plate weld`edta each sidewith�l_'' of tl&play&below the cap plate (refer to SK-17). 2. The 5 1/4" x 16" LVL'rested on the cap plate and was bolted though•the side plates:The side plates appeared to be pulled in at the'top due to tightening of the bolts. 3. The side plates were welded to the cap plate continuously on the outside face; however, a 3/4" gap in the weld was noticed on the inside'face of the side plate. It also appeared that the side plate on the outside of the building was not welded on straight,but was shifted out above the angle which ..sapportshthe wall above. 4. It appeared that the 5 1/4" x 11 7/8".LVL is secured to the 16 LVL by resting on a L4`x 4 x 1/2" angle with a�single bolt though the side plates and 16" LVL. 5. The cap plates and seats which support the 16"LVL and deck framing were observed. It was noticed that the seat was 6",x 5" x 1/2"thick. The hole for bolting the LVL to-'the cap plate and sears are ` approximately 3 1/2" apart center to center. CEC plans call for this holes to be 21/2" apart. At the current spacir%g�thebolts=will��likely crack the`I;VL.' f�=' '.` y; _ it .. 6. SK19 acid SK20�were'1dis6 ed wilh`Ricl ard.S6n1dn,per" his�iequest'. He inquired-ori'how1hesrebaF. should be attached to the steel beam. He was informed by CEC that the rebar should be welded to the c . ••,_:steel beam!at!the same%spacing`and'with the'same"welding'parariieters as=was done-for the other -:r _ z' "siiiilarbeaiii`s"'. Fr �..rl, _ :y 3' ) _i1,.r;;.', ,tarfit+ fi3: :; 4,;( rI ."1 01 ■Providing solutions for the benefit of our clients and community■ r Trade Winds Residences Page 2 of 2 September 11,2007 Field Inspection Report#20 7. Richard Scanlan also wanted to know column connections for the posts at the Building "A" Deck and change them to steel columns. He was informed that they are to remain 6x6 pressure treated posts and that he will receive the cap plate connections on 9/7/07. 8. The framing for the cover entry area was discussed and it was stated that to obtain the step down that the architect wanted, the joists had to be changed to 2x8's, and that the existing floor framing in that area should be removed. This is clearly specified on the architect's and engineer's contract documents. Submitted by: . Jon Downing,EIT Date Project Engineer JMD/dlb cc: J.K. Scanlan Co.,Inc. Keenan&Kenny Architects James Walsh John Stewart David A. Morand,P.E., SECB (CEC) D.•IDOCIC16600116684I16684.01VnspectionslField Inspection Report 20.doc 6rz � C 9. SELECT PACKAGE (Q--AA-sea ❑hart abava);- MOTE: OTHER MORE MWCLYED METHODS-OF ' ARE AVAILABLE. A�'`K.T FOR THIS T I 13MDMG NSPECTOR APPROVAL: YES,, q_�ris-t3aG3Q32 , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 226 Parcel 140-OOS Unit 780 D-3 Application #r D Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address 780 Craikville Beach Road Village Centerville Owner Trade Winds Residences LLC Address One State Street. 14th Floor Boston, MA . 02109 Telephone 617-861-2055 Permit Request Tenant Fitout Square feet: 1 st floor: existing proposed 972 2nd floor: existing proposed 72Total new 1944 Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type New Lot Size i Acre Grandfathered: ❑Yes W No If yes, attach supporting documentation. Dwelling Type: Single Family 3 Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes M No On Old King's Highway: ❑Yes M No. Basement Type: M Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 800 Number of Baths: Full: existing new 2 Half: existing new 1 Number of Bedrooms: existing 2 new. Total Room Count (not including baths): existing new 9 First Floor Room Count 5 Heat Type and Fuel: -W Gas ❑ Oil ❑ Electric ❑Other' Central Air: W Yes ❑ No Fireplaces: Existing New % i Existing wood/coal stove: ❑Yes M No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing M new size _ Barn: ❑ existing 0 new size_ Attached garage: ❑ existing M new size _Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization 0 Appeal # Recorded ❑ Commercial ❑Yes ® No If yes, site plan review# Current Use Proposed Use Residence j Mr f e J_ cc C.#t APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name J.K. Scanlan Company, Inca Telephone Number 508-540-6226 Address 15 Research Road License # CS 040692 East Falmouth, MA 02536 Home Improvement Contractor# Worker's Compensation # WC6-111-258096-037 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ``,,i t SIGNATURE DATE i � J D o m T VN$F B�RNVABI.�BUILDING PoERMIT APPLICDATION W O. m ran`. ZZ m m m m � . 0 p 70 OFn la 22[r M-Parcel 1 0 Un 7ad D 3 D T D -, licati n r f7 F- Z (n n m, O ;teaii Di\Ai n r. z Date Issued P 0 z V Z v Z V n Z Mon aMph Divi i0p o 0 0 -iApplication Ike glariFtig 5 t. Per nit FE e Z ZateoC efi liti 0 Pla n ppro e b F lar ining oar His on = O H re ervat on/ y n is ¢ z z Pro ec S re t Ad re s 7 0 c i^ Me Beac o d Villege a to '1 e OW e Trade Winds R s'd c s LL dre s One S a e s reet th Fl o , � Bost o , 0210 Tel p. n 617 8 1-2� z z Pe i lq�est ant F t ut In Z M o M =) g -n Z U o= e Z p n Sq aFe f et: 1 st4o r: exi tin ropo 1 72 2n oo : exi ting p posed 7 , �utal 1344 r- 'Zo ing. istrict Flo d PI in Groundwate Ove ay e m Pr ject aluation s Co stru ion pe ew O Lot Size i Acre Grandfathered: ❑Yes ®No I es, Z y tach sup orting doc menij tion. Dwelling Type: Single;Family 3 Two Family ❑ Multi-Family (# units) _ Age of Existing Structure Historic House: ❑Yes M No On :d King's Highway: ❑Yes M No i Basement Type: M Full o.Crawll. ❑Walkout ❑ Other -Basement Finished Area(sq.ft.) Basement Unfinished rea (sq.ft) 800 . Number of Baths: Full: existing -t ' new 2 Half: existin new 1 Number of Bedrooms.- r ` existing _2_new k Total Room Count (not including baths);`existing new 9 First Floor Room Count 5 Heat Type and Fuel: M Gas ❑ Oil,, ❑ Electric ❑=-Other Central Air: W Yes t❑ No Fireplaces:Existing - New 1 Exist ng wood/coal stove: ❑Yes M No f ! !S Detached garage: ❑ existing, U. new Size Pool: ❑ existing M new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑existing M new size-,_Shed: ❑ existing ❑ new size Other.: F Zoning Board of Appeals Authorization L1 `Appeal # J Recorded ❑ Commercial ❑Yes W No If yes, site plan review,# 4, Current Use . ; ( Proposed Use �, Residence APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name J.K. Scanlan Company, Inc. �a �; Telephone Number 508-540-6226 Address 15 Research Road �Y ''License # CS O40692 East Falmouth, MA 02536 Home Improvement Contractor# r Worker's Compensation # WC6-111-258096-037 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO r SIGNATURE DATE_ Ef TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 226 Parcel 140-OOS Unit 780 D-3 Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address 780 Craigville Beach Road Village Centerville Owner __Trade Winds Residences LLC Address One State Street. 14th Floor Telephone 617-861-2055 Boston, MA 02109 Permit Request Tenant Fitout Square feet: 1 st floor: existing proposed 972 2nd floor:,existing proposed 972 Total new 1944 Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type New Lot Size 1 Acre Grandfathered: ❑Yes M No If yes, attach supporting documentation. Dwelling Type: Single Family 3 Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes M No On Old King's Highway: ❑Yes ® No Basement Type: M Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 800 Number of Baths: Full: existing new 2 Half: existing new 1' Number of Bedrooms: existing 2 new Total Room Count (not including baths): existing new 9 First Floor Room Count 5 Heat Type and Fuel: .W Gas ❑ Oil ❑ Electric ❑ Other Central Air: Yes ❑ No Fireplaces,. Existing New i Existing wood/coal stove: ❑ Yes X] No Detached garage: ❑ existing ❑ new. size Pool: ❑ existing M new size _ Barn: ❑ existing D new size_ Attached garage: ❑existing M new size —.Shed: ❑ existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes W No If yes, site plan review# Current Use Proposed Use Residence APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name J.K. Scanlan Company, Inca Telephone Number 508-540-6226 Address 15 Research Road C License # S O40692 East Falmouth, MA 02536. Home Improvement Contractor# Worker's Compensation # WC6=111-258096-037 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE tom.. DATE r OATAL NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 Provincetown 508-487-9600 ■ Hyannis 508-778-9600 Fax 508-255-6700 FIELD INSPECTION REPORT #16 To: Barnstable Building Department Project: Trade Winds Residences Job No: C16684.01 Location: 780 Craigville Beach Road Date/Time:; August 13,,2007,-at 9:00 AM Barnstable,MA Weather: Warm, Overcast, 75°Ft Present at Site: Chad B. Hill, Coastal Engineering Co.,Inc. (CEC) David Robbins,J. K. Scanlan Co.,Inc. (JKS) A field inspection was made at the request of David Robbins (JKS)to verify form geometry and rebar for all foundation wall footings at'Buildiagz`-`D Also, frost wall rebar at the north side of Building"A"was inspected. 1. It was observed that the+formss and rebar placed for the footings at'Building"D were in accordance With CEC plans. • All'footing form and rebar,geometry appeared to be"sized and placed in accordance with CEC plans. • Footing dowels appeared to be#5 bars spaced at 16" O.C. with the specified hook size as on CEC plan. • Transverse rebar in footing appeared to be#4 bars equally spaced as specified. • Longitudinal rebar appeared to be 344 and 444 bars, 3"clear as specified. • All forms appeared to be placed on the existing sand based soil, which appeared to be compacted with the exception of a few areas where men have stepped while tying rebar together. • All footings appeared to be 12" thick as specified. • All stepped footings appeared to have a 2:l step with a typical 30 bar lap as specified. One stepped footing did not have a continuous slope and a compacted soil base. Dave Robbins was notified of this and he immediately directed someone to correct the footing. • The footing at thestairwell§outheast location of Building"D"did not include a grid-like rebar geome"try CEC in rm.(d0av�e Robbins to correct the footing by tying#5 bars 10"-12" O.C;each'way and`2"clear from eac side of footing form: CEC-observed`the` implementation of/correction prior to leaving-the site. r cJ , r � a ■Providing solutions for the benefitof our clients and community■ I ' Trade Winds Residences Page 2 of 2 August 31,2007 Field Inspection Report#16 2. All rebar at Building"A"frost wall locations appeared to be in accordance with CEC plans. • All continuous horizontal rebar appeared to be#5 bar at 12"O.C. and located at center of wall as specified. • All vertical rebar appeared to be#5 bar at 16"O.C. with a 24"hook for new slab as specified. • Formed keyways appeared to be a continuous 2x4 trough and centered as specified. Submitted by: Chad B. Hill Date Structural Engineering Technician CBH/dlb cc: J.K. Scanlan Co.,Inc. Keenan&Kenny Architects James Walsh John.Stewart David A. Morand,P.E., SECB (CEC) r D:IDOCIC16600V 6684116684.0111nspectionslField Inspection Report 16aloc n OCT-30-2007 09:23 P.02i06 Concrete Cylinder Test Results CF-11 E3RIGGS Briggs Engineering & Testing Project: Trade Winds Resid./Craigville Beach -a Division or PIS issuriates. IBC. Project No.: 23702 Date: 9/4/2007 Client: Trade Winds-Resid LLC Placement'Building.D Location: Sample Location Wall - Northeast Comer / Remarks: Concrete samples obtained,tabricated and tested in accordance with'ASTM C172, C31,039,0143,C173,C231,C138,&01064 unless otherwise noted_ Concrete Source: Cape Cod Ready Mix General Contractor. X Scanlan Mix l.D.: 3/4" - no mix No. Ticket No.: 43830 Time of Test: 2:05 Cement/ Pozzolan Type: Strength Delivered: 4000 Load No.: 1 Cement, lbs: Strength Required: 4000. Set No.: 1 Pozzolan, Ibs: Truck No: 52 No. of Cyl: 4 Fine Aggregate, Ibs.: Batch Time: 1:16 Slump, in.: 4.0 Coarse Aggregate, ibs: Coarse Agg. Size: 3/4" Air Content, %: 6.9 Water, gals.: Density, Pc Water Reducer, oz.: Concrete Temp., Of: 79 Air Entraining, oz.: Air Temp., Of: 74 ' Other,1: Prepared by: Anthony Campagnone Other,2: Was HI/ LO Therm. provided? No Added Site Water, gals.: Curing Temp.(High/ Low), Of- was Storage environment provided in accordance with AS7M C31(60-80`F for up to 5000psi, 68-78°f for over S000psir Yes Moisture Loss Prevention: Caps Field Curing Time, hrs.: 24 Cyl. End Preparationi C1231 Specimen Date Age at Diam. Height Area 'Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (Ibs.) Strength (psi) Type 31A 9/11/07 7DAY 6 12 28.27 135.9 78670 2780 4 31 B 10/2/07 28 6 12 28.27 135.7 99340 3510 4 31C 10/2/07 28 6 12 28.27 135.9 101890 3600 4 31 D 10/30/07 56 6 12 28.27 135.6 1 ISM 4090 4 ALL TESTS COMPLETED LLResults within specifications: ®Yes 0 No "Reported cylinder density reflects the imated density upon receipt. 0 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By. Gregory MacKay/Cert#01006690 0 Pount Rd., Cumberland, Rl 02864 Approved: 1, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director, Mark D. Liebert Page 1 OCT-30-2007 09:23 P.03i06 Concrete Cylinder Test ResuA= lts CF-11 GRIGGS Briggs Engineering & T e s t t n g Project: Trade Winds Resid./Craigvdle Beach _ A Diririon of PK Aasoefafea, Inc. Project No.: 23702 Date: 8/13/2007 Client: Trade Winds Resid LLC Placement Footing between Basement D18-001 outside corner towards street Location: Sample Location / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172,C31,C39,C143, C173,C231,C138, &C1064 unless otherwise noted. Concrete Source: Cape Cod Ready Mix General Contractor: JK Scanlan Mix I.D.: 3/4" - no mix No. Ticket No.: 43539 Time of Test: 1:45 Cement/ Pozzolan Type: Strength Delivered: 4000 Load No.: 1 Cement, lbs: Strength Required: 4000 Set No.: 1 Pozzolan, lbs: Truck No.: 62 No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: 12:28 Slump, in.: 4.0 Coarse Aggregate, Ibs: . Coarse Agg. Size: 3/4" Air Content, 96: 6.8 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., °f: 84 Air Entraining, oz.: Air Temp., Of: 85 Other,l: Prepared by: Anthony Campagnone Other,2 Was HI / LO Therm. provided? No Added Site Water, gals.: Curing Temp.(High/ Low), Of: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi,68-781 for over 5000psi)? Moisture Loss Prevention: Caps Field Curing Time, hrs.: 24 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (lbs✓R3) (lbs.) Strength (psi) Type 22A 8/20/07 7DAY 4 8 12.57 138.9 36710 2920 5 2213, 9/10/07 28. 4 8 12.57 137.7 52380 4170 4 22C 9/10/07 28 4 8 12.57 138.5 53190 4230 4 22D 9/10/07 28 4 8 12.57 138.4 53220 4240 4 ALL TESTS COMPLETED Results within specifications: ®YeS (]No -Reported cylinder density reflects the estimated density 0on re ipt ®100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: M av/ 6690 ❑ 100 Pount Rd., Cumberland, Rl 02864 Approved: CF-11, rev 5,06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. Liebert Page 1 OCT-30-2007 09:23 P.04i06 Concrete Cylinder Test Results CF-11 Briggs Engineering & Testing Project: Trade Winds Resid./Craigville Beach A Ditwom of nR Aasociu(ra, f,le. _ Project No.: 23702 Date: 8/21/2007 NOV Client: Trade Winds Resid LLC Placement Building D Location: Sample Location All Foundation Walls except the Southend Frost Wall / Remarks: Concrete samples obtained,tabricated and tested in accordance with ASTM C172,031,C39,C143,C173,C231,C138,&C1064 unless otherwise noted. Concrete Source: Cape Cod Ready Mix General Contractor. JK Scanlan Mix I.D.: 3/4° - no mix No. Ticket No.: 43671 Time of Test: 2:28 Cement/ Pozzolan Type: Strength Delivered: 4000 Load No.: 3 Strength Required: 4000 Set No.: 1 Cement, Ibs: pozzoEan, Ibs: Truck No.: 72 No. of Cyl.: 4 Fine Aggregate, Ibs.: Batch Time. 1:27 Slump, in.: 4.75 Coarse Aggregate, lbs: Coarse Agg. Size: 3/4" Air Content, %: 4.6 . Water, gals.: Density, pch Water Reducer, oz.: Concrete Temp., Of: 78 Air Entraining, oz.: Air Temp., Of: 63 Other,l: Prepared by: Marco Agostino Other,2: Was Hl/ LO Therm. provided? No Added Site Water, gals.: 5 Curing Temp.(High/ Low), Of: Was Storage environment provided in accordance with ASTM 01(60-wr for up to 50000si,68-78°f for over 5000psir Yes Moisture Loss Prevention: Caps Field Curing Time,firs.: 24 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (lbs./ft3) (Ibs.) Strength (psi) Type 25A 8/28/07 7DAY 6 12 28.27 144.4 99S00 3520 4 25B 9118/07 28 6 12 28.27 144.2 128380 4540 1 25C 9/18/07 28 6 12 28.27 144.3 127870 4520 1 25D 9118/07 28 6 12 28.27 144.5 127640 4510 1 ALL TESTS COMPLETED Results within specifications: ®Yes ❑NO "Reported cylinder density reflects the estimated de5sfty upon receipt R 100 Weymouth$t., Unit B-1, Rockland, MA 02370 Tested By: c 1 C 0 ❑i 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. LiebertD. Liebert Page 1 OCT-30-2007 09:24 P.05i06 Concrete Cylinder Test Results C1=-11 Project: Trade Winds ResidJCralgville Beach �3�ttIC�� Briggs Engineering & Testing , A Virilip„ Of PK Ajove/arcs, rnc. Project No.: 23702 Date; 8/21/2007 Client: Trade Winds Resid LLC Placement Building D Location: Sample Location All Foundation Walls except the South end Frost Wall /Remarks: Concrete samples obtained,Eabricated and tested in accordance with ASTM C172,C31,C39, C143,0173, C231, C138,&01084 unless otherwise noted. Concrete Source: Cape Cod Ready Mix General Contractor. X Scanlan ft I.D.: 3/4" no mix No. Ticket No.: 43675 Time of Test: 122 Cement/ Pozzolan Type: Strength Delivered: 4000 Load No.: 6 Cement, Ibs: Strength Required: 4000 Set No:: 2 Pozzolan, Ibs: Truck No.: F2 No. of Cyl.: 4 Fine Aggregate, Ibs.: Batch Time: 2:12 Slump, in.: 6.0 Coarse'Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, g6: 5.3 Water, gals.: " Density, pcf: Water Reducer, oz.: Concrete Temp., °f: 70 Air Entraining, oz.: Air Temp., Of.. 63 Other,l: Prepared by: Marco Agostino Other,2: Was HI/,LO Therm. provided? No Added Site Water, gals.: 5 Curing Temp.(High/Low), I. Was Storage environment provided in accordance with ASTM C31(60-80T for up to 5000psi, 68-781 for over 5000psir Yes Moisture Loss Prevention: Caps Field Curing Time, hrs.: 24 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.1n.) (Ibs./ft3) (lbs.) Strength (psi) Type 26A 8/28/07 7DAY 6 12 28.27 144.9 81880 2900 4 26B 9/18/07 28 6 12 28.27 144.7 115780 4090 4 26C 9/18/07 28 6 12 28.27 144.9 114420 4050 1 26D 9/18/07 28 , 6 12 28.27 144.7 113440 4010 4 ALL TESTS COMPLETED Results within specifications: YeS ❑No 'Reported cylinder density reflects the estimated density upon receipt: ®100 Weymouth St., Unit EIA, Rockland, MA 02370 Tested B [] 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. Lie e Page 1 OCT-30-2007 09:24 P.06i06 Concrete Cylinder Test Results CF-11 Project: Trade Winds Resid./Craigville Beach ®RIGG3 Briggs Engineering & Testing _...� Divialon or PK ,ssoriare-3. ,,,C. Project No.: 23702 Date: 8/21/2007 Client: Trade Winds Resid LLC Placement Building D Location: Sample Location All Foundation Walls except the South end.Frost Wall /Remarks: Concrete samples obtained,fabricated and tested In accordance with ASTM C172,C31,C39,C143,C173,0231,C138,&C1064 unless otherwise noted. Concrete Source: Cape Cod Ready Mix General Contractor: X Scanlan Mix I.D.: 3/4" - no mbc No. Ticket No.: 43680 Time of Test: 4:40 Cement/ Pozzolan Type: Strength Delivered: 4000 Load No.: 10 Cement, Ibs• Strength Required: 4000. Set No.: 3 Pozzolan, lbs: Truck No.: 64 No, of Cyl.: 4 Fine Aggregate, Ibs.: Batch Time: 3:35 Slump, in.: 5.25 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Alr Content, %: 4.8 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., 1: 76 Air Entraining, oz.: Air Temp., Of., 63 Other,l: Prepared by: Marco Agostino Other,2:- Was HI/LO Therm. provided? No Added Site.Water, gals.: 5 Curing Temp.(High / Low), I: Was Storage environment provided in accordance with ASTM C31(60-80'17 for up to 5000psi, 68-781 for over,5000psi)? Yes Moisture Loss Prevention: Caps. Field Curing Time, hrs.: 24 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (lbs✓ft3) (Ibs.) Strength (psi) Type 27A 8/28/07 7DAY 6 12 28.27 144.5 92200 3260 4 27B 9118/07 28 6 12 28.27 1.44.2 115180 4070 4 27C 9/19/07 28 6 12 28.27 144.4 114780 4060 4 27D 9/18/07 28 6 12 28.27 144.5 117990 4170 1 ALL TESTS COMPLETED Results within specifications: ®Yes ❑No *Reported cylinder density reflects the estimated density upon receipt. 0 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: M av/JUrt liN669K 100 fount Rd., Cumberland, RI 02864 Approved: CP-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory D ec,or: Ma k ie rt Paw 1 TOTAL P.06 Y. OASTAL NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 Provincetown 508-487-9600 Hyannis 508-778-9600 Fax 508-255-6700 STRUCTURAL FIELD INSPECTION REPORT #30 To: Barnstable Building Department , Project: Trade Winds Residences Job No: C16684.01 Location: 780 Craigville Beach Road Date/Time: November 13, 2007, at 7:00am Barnstable,MA Weather: Raining 52°Ff Present at Site: Chad B. Hill, Coastal Engineering Co., Inc.(CEC) Ray Devita, J.K. Scanlan Co., Inc. (JKS) A field inspection was made at the request of Dave Robbins(JKS)to verify form geometry and rebar placement for six"bigfoot" footings at the rear of buil�dingD" and the slab preparation at the northwest portion of building "A" • It was observed that"Squarefoot"footings were substituted for the specified"Bigfoot"footings. This change has been previously approved by CEC.. • All vertical.rebar appeared to be 445 bars equally spaced with 12" long hooks and 2"clear as specified. • All circular ties appeared to be#3 bars spaced 10"O.C. as specified. • The base soils appeared to be compacted as specified. • All soriotubes appeared to be 12"dia. and approximately 4'-8"deep below grade as specified. • Slab preparation for the northwest portion of building"A"appeared to be in accordance with CEC plans. • Specified WWM appeared to be set with appropriate chairs and in accordance with CEC plans. • CEC observed that the Asphaltic bond breaker was applied to the new wall construction only and not applied to the existing foundation wall and footing. Ray Devita(JKS) stated that he discussed this with (CEC)prior to the inspection and(CEC)advised him to follow what is called out for on the plans. Submitted by: Chad B.Hill Structural Engineering Technician CBH/sms cc: J.K. Scanlan Co., Inc. Keenan &Kenny Architects James Walsh John Stewart ■Providing solutions for the benefit of our clients and community■ y?p � ;ism 4� ,,• f�7+j� }�'., '�i -..,4r+MC� y s4f �".yea'-.7�",�, � �� �.. '-= �� ,.a ���� .�"'* dh "i r i � 'r •? � 'T F� �� �� i `� td _ i Lel, 1 s y ff , ro • h s s � 7 .'!ti! , .. M..: .' j `{ x• '"` awl �, r�1. C 16684.01 11/13/07 CBH/dlb 1 e. "'""` . �'. 1 � t � i ' ,rd/ �,i`� ,t�' .mow '� F ..� r f r.y �-4e.`.i,•-r' �� t. a �r a` X• ,1 I a• a: � _ � '..+^. °_1Li.M•i,`_� .ice• �i ,�` �+k`.' �.. - s _ r .�`�'w�.MM.:�ctC+`7 air "F�4� - .�;,,.'. _ _.�p ! •{ '.�.�^t � � _ .o=^ ��r � r _ ���„F,.�rt. pr�,i"�"'. �, k. °v 0 ram+` _ � F� •�"� �. i ' �,r � � I '��r s „ s , F..A 1' ° �. . 14 RR �' �a �14 � "�cs1�.t "��,. a g'�,� � °�'l •� � ��. �.� �,a y• �� E_w-+-7.,�� Mom,�-j..�.-µ{Y-1/r�.�^�+, f, ` C16684.01 11/13/07 CBH/dlb 2 OASTAL NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 Provincetown 508-487-9600 Hyannis 508-778-9600 Fax 508-255-6700 FIELD INSPECTION REPORT #19 To: Barnstable Building Department Project: Trade Winds Residences Job No: C16684.01 Location: 780 Craigville Beach Road Date/Ti.me: September 4, 2007, at 10:3QAM Barnstable, MA Weather: Warm, Sunny, 70°F± Present at Site: l 0 Chad B. Hill, Coastal Engineering Co.,Inc. (CEC) David A. Morand, Coastal Engineering Co., Inc. (CEC) Richard Scanlan, J. K. Scanlan Co., Inc. (JKS) A field inspection was made-at the request of Richard Scanlan(JKS)to verify form geometry and rebar for the retaining walls at buildings(D-C)and(B-C). Also, slab preparation for building"D"was inspected. In addition, the existing_steel beam at the northeast section of building"A"was_looked at and will be analyzed for load capacity. 1. It was observed that the forms and rebar placed for retaining wall sections were in accordance with CEC plans with the exception of a few rebar locations not placed 2"clear from the inside of the wall form. ' • All continuous horizontal rebar appeared to be#5 bars spaced 12" O.C. as specified. • A11_ vertical rebar appeared to be#5 bars spaced 12"O.C. as specified. . • 2"Dia. PVC weeps appeared to be installed for drainage as specified. • All rebar doweled into existing concrete walls appeared to be set using the specified epoxy. • Rebar located in wall section"C"on SK-1 measured 4 1/2"clear from inside of wall form, not 2" clear as specified on.CEC plan. • Rebar located in wall section"B"at angle only on SK-1 measured 7"clear from inside of wall form, not 2"clear as specified on CEC plan. • All form geometry appeared to be sized and placed properly as specified. • It was also observed that a hole was dug under the footing of buiding"D"for'a drain pipe to pass through. CEC advised J.K. Scanlan to fill in with concrete when work has been completed. 2. Slab preparation at Building"D"was observed and was in accordance with CEC plans. • Transverse bars in strip footings appeared to be#4 bars at 12" o.c., as specified. • Continuous longitudinal bars in strip footings appeared to be 4-#4 bars equally spaced as specified. • Specified WWM appeared to be set with appropriate chairs and in accordance with CEC plans. . ■-Providing solutions for the benefit of our clients and community■ ri Trade Winds Residences Page 2 of 2 September 4,2007 Field Inspection Report#19 3. The existing steel beam at the northeast, 1"floor of building"A"was inspected by CEC. • The existing S8 steel beam is bearing 4-5"on the existing concrete foundation wall. • It appears to have some rust and oxidation with an approximate 4"dia. hole cut out for pre-existing plumbing or drainage. It is recommended by CEC to weld a steel plate covering the cut hole. -It is also recommended to weld a new C8 x 13.75 A36 steel channel onto the existing steel beam flange to.'add reinforcement. Submitted by: Chad B. Hill Date Structural Engineering.Technician CBH/dlb cc: J.K. Scanlan Co., Inc. Keenan&Kenny Architects James Walsh John Stewart David A. Morand,P.E., SECB (CEC) D:IDOCICI6600116684V6684.0111nspections4Field Inspection Report 19.doc r 1 OASTAL NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 Provincetown 508-487-9600 Hyannis 50.8-778-9600 Fax 508-255-6700 FIELD INSPECTION REPORT #18 To: Barnstable Building Department Project: Trade Winds Residences Job No: C16684.01 Location: 7-80 Craigville Beach Road Date/Time: August 30,2007,at 7:00 AM Barnstable, MA Weather: Warm, Sunny,70°Ft Present at Site: �(o o Chad B. Hill,Coastal Engineering Co., Inc. (CEC) t ` David Robbins, J. K. Scanlan Co.,Inc. (JKS) A field inspection was made at the request of avid Robbi s(JKS)to verify form geometryand rebar for the retaining wall footings at buildings (D-C),(B-C)and(A- 1. It was observed that the forms and rebar pl ca ed for all retaining wall footings were in accordance with CEC plans. ■ Footing.dowels appeared to be#6 bars spaced at 6" O.C. (12"O.C. at A-B)with the specified hook size and direction as on CEC plan.. _ ■ Transverse rebar in,footing appeared to be#4 bars spaced at 8"O.C. (10"O.C. at A-B)as specified. • -Longitudinal rebar appeared to be#4 bars spaced at 12"O.C. (16" O.C. at A-B)as specified. • All forms appeared to be placed on the existing sand based soil,which appeared to be compacted with the exception of a few areas where men have stepped while tying rebar together. ■ All footing forms appeared to be 12"thick as specified. All footing form dimensions and geometry appeared to be in accordance with CEC plan. • All rebar doweled into existing concrete footings appeared to be set using the specified epoxy. • The stepped footing between buildings A.-B measured out at a 5:3 ratio and is determined to be acceptable by CEC. Submitted by: Chad B. Hill Date . Ii Structural Engineering Technician CBH/dlb cc: J:K.;Scanlan Co.,Inc.. Keenan&Kenny Architects James-Walsh John Stewart David A..Morand,P.E., SECB (CEC) D.•I 0006600116684116684.0111nspectionAField Inspection Report 18.doc ■Providing solutions for the benefit of our clients and community■ Final Construction Control Document W To be submitted at completion of construction by a d Registered Design Professional for work per the 8th edition of the , >w � SYe Massachusetts State Building Code, 780 CMR, Section 107 - J , Project Title: The Residences at Trade Winds,Building D Date: 12/9/13 Permit No. e , Cr Property Address: Building D, 780 Craigville Beach Road,West Hyannisport,MA Project: Check(x) one or both as applicable: X New construction Existing Construction Project description: Construction of new residential condominium units I John A. Bologna,P.E.,MA Registration Number: 33776 Expiration date: 6/30/14 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Architectural X Structural Mechanical Fire Protection Electrical Other: Describe for the above named project. I, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis.To the best of my knowledge,information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. A Enter in the space to the right a"wet"or y�jd w electronic signature and seal: y !®.33"'76 SSrpNAIC'\ Phone number: 508-255-6511 Email:jbologna@coastalengineeringeompany.com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 CONSTRUCTION CONTROL COMPLETION AFFIDAVIT PROJECT LOCATION: West Hyannisport, Massachusetts NAME OF PROJECT: Trade Winds Condominiums, Units 17 through 19 PROJECT NUMBER: SCOPE OF PROJECT: New,twenty-one unit,multi-family project in five separate buildings I, Antonia A. Kenny , of Keenan+Kenny Architects,Ltd. submit that our office has performed the following professional services,as specified in the Massachusetts State Building Code Section 116.2.2 and as related to the architectural portions of the work: 1. Reviewed for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Reviewed and approved the quality control procedures for all code-required controlled materials. 3. Been present at intervals appropriate to the stage of construction and complexity of the project,to become generally familiar with the progress and quality of the work, and determine to the extent practical and possible the work was being performed in a manner consistent with the architectural construction documents. To the best of our information,knowledge, and belief,the architectural work has been satisfactorily completed in substantial compliance with the intent of the construction documents. Signature: No. 446 ' a Massachusetts Registration No.: 5446 BARNSTABLE, m Our observations during site visits do not relieve the Contractor or its subcontracfb�g4 da ®� ¢ Boa a� responsibilities and obligations for quality control of the work, for any design work w"KImt included in their scope of services(i.e. design delegation),and for full compliance with the requirements of the Construction Documents and applicable building codes. Furthermore,the detection of, or the failure to detect,deficiencies or defects in the work during our site visits does not relieve the Contractor or their subcontractors of the responsibility to correct all deficiencies or defects, whether detected or undetected, in all parts of the work, and to otherwise comply with all requirements of the Construction Documents. NOTARY STATEMENT: I A ed and sworn to me before this day ofY PUBnExpres MY COMMISSION EXPIRES ON �'. K SU'`'ANNE M. G Notary P COMPIONWEALTH OF My CommissiFebrurary 1 6W A4"a rw ;D&4w, 'Room 1301 �aQta�, a� 02108-161� a oeval Pat Pow ( 1Z1 ?2?-32Patrick Govemor" 57a; 1617) W-5732 Thomas G.'Gatzunis, Commissioner CONSTRUCTION CONTROL DOCUMENT - Project Title: The Residences at Trade Winds, Bldg. D Date- April 18,2013 Project Location: 780 Craigsville Beach Road,West Hyannisport, Massachusetts Scope of Project: New 2 story,wood framed'with full basement 3 unit.condominium In accordance with SECTION 116.0-116.4.2 of the 6`'edition of the Massachusetts State Building Code: i, Antonia A. Kenny Mass. Registration Number- being being a registered professional Engineer/Architect, hereby CERTIFY that I have prepared or directly supervised the preparation of all design plans,computations and specifications.concerning: ❑Entire Project Architectural ❑ Structural ❑Mechanical ❑Fire Protection ❑`Electrical 5 ❑ Other(specify): for the above named project and that to the best of.my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all"acceptable engineering practices and all applicable laws for the proposed project. Furthermore, I understand and AGREE that I shall perform the necessary professional services and"be present on the construction site on a regular and periodic basis to determine that the work is proceeding in, accordance with the documents approved by the building permit and shall be responsible for the following as specified in section 116.2.2: 1. Review of shop drawings,samples and other submittals of the'contractor as required by the construction`contract documents-as submitted for the building permit, and approval for the conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to'determine.in,general, if the work is being performed in a manner consistent with the construction documents. I shall submit periodically, in a form acceptable to the building official, a progress report together with ' pertinent comments.-Upon completion"of the work, I shall submit to the building official a final report as to the satisfactory completion and readiness of the project for occupancy. Signature and Seal mired professional: e®z� r cD ARC, eaf rye BARNSTASLE9 ;; u fW vw z dote AQA4Qm Pⅇ`Re,;Ka 1301 odtoo�. �a e�ivaet 02109-1619 } V Jr ;%~,(617) 727-32M D G vemo Ck fax (61?I ?27=5732 ` Thomas G.Gatzuhis,' s 'P.E. „ Commissioner. CONSTRUCTION CONTROL DOCUMENT Project Title: The Residences at Trade Winds,•Bldg,D Date: April 18, 2013. Project Location: 780 Craigsville Beach Road,West'Hyannisport, Massachusetts Scope of Project: Ny, f ew 2 stor wood ramed with full basement 3 unit cond m ominiu In accordance with SECTION I16.0-116:4.2 of the 6`h edition.of the Massachusetts:State,Buildirig'Code; I, John A Bologna Mass. Registration Number: 33776 being a registered,professional•Engineer/Architect, hereby CERTIFY that Fhave prepared 'or directly`_ supervised the preparation of all design plans, comp_utations and "specifications concerning` ❑Entire Project ❑Architectural': ✓❑ Structural ❑ Mechanical ❑Fire.Protection ,• ❑ Electrical El-Other(specify). for .the above named,project and that to'the best of my knowledge,, such.plans, computations and specifications meet the applicable provisions of the Massachusetts State,Building Code,. all.,acceptable engineering practices and all applicable laws for the'proposed project: Furthermore I understand and AGREE,that I shall perform the necessary professional services and be,' present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved by the building permit and shall. be responsible for the following as specified in section 116.2.2: 1. Review of shop drawings, samples and-,other submittals,of the contractor as°required by the construction contract documents as submitted for the building permit; and approval for the conformance to the design concept. 2. Review and approval of the quality control procedures for all.code-required controlled materials. 3.. Be present at intervals appropriate.,to-the stage of construction to become generally familiar,with the progress and quality'of the work'and to.determine,.,JA-gerieral,if.the work is being performed in a manner consistent with the construction documents. I shall submit periodically, in a form acceptable to the building official, a progress report together with pertinent comments. Upon completion"of the work, I s6a' fi submit,to the building official a final report' as to the satisfactory completion and readiness of the project for occupancy. Signature and Seal of registered professional: ��`j} FIAq j SRC/Y OHN Q AG uj Fvo`337.0 it U e fs /STL--� SION 'L E�