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1424 MAIN STREET (COTUIT)
4,� 4 Main 6f re.e, ACTIVE r 1 a a K_. 4 1 i i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 1 `7 Parcel AO 1- Application # ' / 4 Health Division Date Issued 2- & L t. 1? Conservation Division BUILDING FAuzP,1-,, Application Fee 5-0 . 0 D Planning Dept. FEB 02 2016 Permit Fee $ 10`Z o Q0 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis TOWN OF BARNSTABL Project Street Address 14 Z 4 MAIN ST Village G O 1f"() rr t Z (0 N Ei4Z ,F , Owner L01i,..l..JAM 1 MIGRELE LANOES Address Telephone Permit Request Al N� (ZC[VQV14 i Ifs1V 1A L L'RAT-10/ti/ /`�" Ertl L; /S�'/�1/� /i'r�lrtE' FIL4-IN6 11V 3 Extsr1M& W1NObt2b)5 AU 0 a s&A r-IAI- ,%QS`2 tiro Square feet: 1 st Moor: existing proposed 2nd floor: existing proposed Total new Zoning District (~ Flood Plain 1140 Groundwater Overlay NO Project Valuation ea I'VO Construction Type K&V-0 Lot Size 1- 42 A C-R4�� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family X Two Family ❑ Multi-Family(# units) Age of Existing Structure /5 t. JS 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: �4 Gas ❑ Oil ❑ Electric ❑ Other Central Air: 'X Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes X No If yes, site plan review# Current Use IRC 15 I O&M-'" AL . Proposed Use � 51.D&/r� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name DAYi D L-A H9 Gej7-01V Telephone Number Address 106 Lrslal�''��� XID License # L S e_0ro iT' MA a 2,6 35" Home Improvement Contractor# I C> 7W30 Email Worker's Compensation # L41 4AE237494 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 13D y rnp— SIGNATURE DATE Zz /0;04� G FOR OFFICIAL USE ONLY APPLICATION# << DATE ISSUED MAP/PARCEL NO. t 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. �ae�fpattivr�antuert�:p�?��r;�ditixu'/ett�elb Office of Consumer Affairs&Business Regulation TOME IMPROVEMENT CONTRACTOR egistratton 107888 Type: Expi[atwn $/10/2016 PrivateCorporatiori i C.H.NEWTON BUILDERS'iNC .., .a David Newton $49 Main-Rd 28q , W.Falmouth,MA 02541 Undersecretary License or registration valid f •�� ..• `_ ._._� • g foe mdividu!,use only before the:expiration date. If found return to Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite:517Q Boston,MA 02116 No d th u e fi t In accordance' vith the provisions TAGL it 44, s 54; a; condrf on of wilding ]Permit' Number, is that the debris resniting from"this work shau be:,disposed of in a.properly licensed solid"waste dispos'ai facility.:As.defined lid MGL c". 111, s:150A.; This,ctehirzs"will be.disposed.of Bourne {I,ocotinn ©f Facility} Signatur Perrrut Applicant 21.W6 Date A,IUMPSTEX2 S VSE ZNr EXCESS 4F 7 CUBIC YARDS; A PER�!IIT MOM"THE FIRE DEPARTMENT IS REQUIRED.: • i iVdassa�hu�eYY�Dep�ar4ment�f Publid��f�Yy—~, 'Ofiard of-Building Regtaiationp.and Standards_ License:CS-046192 • :Gonstrrw:+ct�ori S:tFper,Usor� s DAVID L NEWTON (_ 1H WHITMAR ROAR COTUIT.NAA 02= ' Cotnmis€Ioner '0 911 9 12 6 7 Construction Supervisor Restricted to: Unrestricted-Buildings.of any use goup which contain less than M,000 cubic feet(991 cubic meters)of enclosed space_ Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. Dp$,Licehsin,§inforrnAbn visit:UVWIALMASS.GOVIDPS AI CERTIFICATE OF LIABILITY INSURANCE DATE 12/2016' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Construction NAME: Eastern Insurance Group LLC PHONE (800)333-7234 FAX 233 West Central St E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC# Natick MA 01760 INSURER A Acadia Insurance Company 31325 INSURED INSURER B: C.H. Newton Builders, Inc. INSURER C: P.O. BOX 399 INSURER D: 549 West Falmouth Highway INSURER E: West Falmouth MA INSURERF: COVERAGES CERTIFICATE NUMBER:MASTER 2016 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWTHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INTR TYPE OF INSURANCE POLICY NUMBER MMIDDYNYYY MWDDNYYP R LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY 'AMA' ( RENTED PREMISES Ea occurrence) $ 50,000 A CLAIMS-MADE 7 OCCUR PA-5237488 1/1/2016 1/1/2017 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY FX PRIjFCT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident) $ 1,000,000 A X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED —5237491 1/1/2016 1/1/2017 BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS PeraccIdent $ PIP-Basic $ X UMBRELLA LAB X OCCUR EACH OCCURRENCE $ 10,000,000 A EXCESS LIAB CLAIMS-MADE AGGREGATE $ 10,000,000 DED I X I RETENTION$ 10,000 A-5237493 1/1/2016 1/1/2017 $ A WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/NCRY LIM ANY PROP RIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBEREXCLUDED? NIA (Mandatory In NH) 5237494 1/1/2016 1/1/2017 E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Proof Insurance AUTHORIZED REPRESENTATIVE John Koegel/PMA ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 nntnns)m Tha arnpn nama anri Innn ara ranictarari mnrlrc of Ar npn The Coltrmamveabh of, a s diresetts : . Ar7tttaxrtofl>rdrdAcctdelrts Office v,fi€rorr 600 Wdshingfoyi,Street Bostrnr, ZA 0?III 11!9Ptt I11Q0�11ZQ: f �Vorloers'"Co tinpmstitt Ynsarance davl $rslnra c#ars/EIecEr�itsiers t Iafnz taian Pase.Fnanf$ ' '1v Name' hmuew( saxnuii C.H.Newton Builders 549.11Vest_Falmouth Highway,' _ ex itm ; , est Palmate MA''0257 d axon 'S08-5 ' 1:353 ice you as ocn ?�hec3-tLe ' to bees 3 t $PP S TRX oSproject(rKviredo: I_[ I ama"=P rr Wft.h 4. Q I am a gener-a cownctur sad I e IQ "( x14 axidror )* Lx ,:uic�6ffie sub-corn[act 6 []New constr 4an ?Q l am a sole :ar gax" Iz;W on tlae attarlted c 7-^Q RemodeliEw ship.andlx enoeaiployees to esua3s a +e 8. �]Yj z Yaott ;forme inaay cs r. sad ave�vorlCers 9 addition [No 7e0i9='comp.hiik�e. We am a coaponti=and its IO.Q Me*kW tvai,or additions offlom]sale ease=ed fti 3_Q I sine h6m au work- 11 P Q giepais or additis, =yseM[No-wml='oomp. DfoaaVipaperMGL l_Q Renfrew se�gamesT.,�" ' c.iS2,§f(4),.a'ndweLaweno ; .[No y wadcets' 13.0:0er . comp"muniero�mre J. asararma�'cPsy . . �shar eriirslatsYs�[t!`aac�ttsiseonba8oee: ` Iamn sat2muAaFlc3a�r a �gc east LBaegcoturoe ru3sdarr ; iLck. ts �idaE 53uot STiaacnsmoY mD c ` cclhao�scrtt�Ose�rfasctrttg' em�loyesz::�'tAra�ttroaorsfiscn au�to�eary".�u7' �? &"�?aYate' FPS aQia'bri�, fain an en tludls" vv,�kas': 4P va�vrt ilrsuaniroe for wrp °Belo is thepofCev grid job site " it;formodom cecompaayName:_ 1�1C.�d[�`It�sur n��:C�rrtpartV:." u l"olicy az 5eus Lic.,<. , -S'2A 94 FapitaaaI3ate Q"1 C11 2 17 -. 6 lob Site Address: CitytStap _. � c1a a sops at{ �csrxx'corscpotxgo7f eleaaautn`pa$e(shoes the pal>icyuber aria 16t£6a date,: 3ea+r7xae tp a p�!� S tin Sitilrafl4'l ,c 16�c eaiYto f srap afs; itaetiss"1, {?txttQ; brows-yetir alasritpeuaitcessrtffie "vf5"i3I'WpRCOta:trta : ofols $25�.{}Obdapagr. tta� ofatar3ea&Wised:ttawpBafsafsmrztaaybsatwairdGtt'tatlkixcaf"° cestibsxts of"idea D '' co �lsarin I 77 do harsby O"fy=drr eQUiesafFmIjiuy that the Informrdfon provided woo e"is triteacid correct Si e :508-W-1353t O itdrd rise onlu DO nm write in tkis area,to be completed by c*y ortonm offzciaL B '`City or Tom:. rualtfG iirense InuiagAutheritg(drde one): i 1.Sward QfHMm lti;f 2.BuU t gDepartnaiit=3,G` yMown Ciierk 4:Electdcalluspeotor S.P .. 6.Other ��tor f Contact Pesson ... Phone#o" .. 6 I Town of Barnstable $ Regulatory Services KAM Richard'V.Scali,Director 1439. Building Division Tom Perry,Building.Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-7.90-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, William J. Landes ,as Owner of the subject property herebyauthorize C.H. Newtron Builders, Inc. orize - _ to act on inj•behalf, in all matters relative to worn:authorized by this building permit application for: 1424 Main Street, Cotuit, MA (Address of Job) **Pool fences and alarms are the responsibility, of the applicant. Pools are not to be filled or utilized before fence is.installed and all final inspections are performed and accepted: Signature of Ocvn r. SigYia of 41 plicant David Newton Print Name Print Name 2/1/16 Date i 3�. y TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 017 012 GEOBASE ID 454 ADDRESS 1424 MAIN STREET (COTUIT) PHONE COTUIT ZIP LOT 1 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 69723 DESCRIPTION SINGLE FAMILY ENTIRE RENOVATION PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS-: C.H. NEWTON BUILDERS, INC. Department of i ARCHITECTS: Regulatory Services TOTAL FEES: J BOND t11E � CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE ti * mumirABLE, Mass. � i i6g9. 1 BUIL ING I: O BY LAI- DATE ISSUED 06/25/2003 EXPIRATION DATE PERMIT ADDRESS 1424 MAIN STREET (WTU T) PRONE COTU IT - LOT I -LOC LOT SIZE DBA E� LC: ' -DI ST�,c ACT CT �.ENS PERMIT 49600 DESCRIPTION PART. DEMO/ REMODEL AND ADD.;/98ED./IBTH2.`€/2&._` PERMIT TYPE BREMOD TITLE RESIDENTIAL ALT/CONS CONTRACTORS: C,H NEWTON: BUILDERS; ANC Department of.Health, Safety •ARCHITECTS: and Environmental Services TOTAL FEES,- ,:. e$3,6..�4.2 .BOND, rtwry� �c $.aG� THE CONSTRUCTION COSTS $1',146, 40.00 ;434-:._.. Pi,No�'3_,ID .t�1 DAILC/CONY � ..L PRI`IATE P),. M :`._ • �ARN3TABLE, MASS. f 1639. BUILDING,DIVISION BY K /. DATE 'ISSU9D 10/�7/2000 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO.OCCUPY ANY STREET,ALLEY OR SIDEWALK'OR ANY PART THEREOF, EITHER TEMPORARILY-OR PERMANENTLY. EN- CROAGHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS-DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF-ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS FO 2ir�'i 2 ,ra ` 6 • 2 L iate . .r TZ)%U D K 4 6-2 5-0-2- 3 F IPAL D 6"ay -,05 1 HEATING INSPECTION APPROVALS, ENGINEERING,DEPARTMENT 2 jo- - BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL e_4 .WORK.SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE 'STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE,OR WRITTEN NOTIFICA TION.'.�. NOTED ABOVE. TION. I I I I I e II I I I . I I � ' I I I REFERENCES: Assessors map: 17 Parcel 12 ma � ( � ����� ZONE: RE N 56°443p» E 33' Wide — Public RESOURCE PROTECTION -i�- 52. N 49°52'30" E OVERLAY DISTRICT � cb 31 123,95' Setbacks: 00 ,j ( Front: 30' co ! Side: 15' 1 Gp ag/F Rear: 15' = LOT 1 Z 61,675 t SO. FT. (RECORD) 2.5 Sty W/F GARAGE Wo N/F Dionne L. Pappas MODIFIED Deed Book 96431285 EXISTING FOUNDATION N/F � 32.7' Jim P. & Glenda B. Manzi Ctf 120761 `Q #1424 2.5 Sty W/F 22 9 Dwelling � \ � o O v \ O \ \ 60.1, NEW FOUNDATION Os 33 00' \ Q) yo�1 00 X �0 0 � � o �o o ° OI14 4s I certify that the foundation `A o� RICHARD ��� shown hereon conforms to the R. setback requirements of the PLOT PLAN Z o LHEUREUX N Zoning Bylaws of the town IN NO.34312 of Barnstable. ARMS Q o ILE ZCo/ (Cotuit) rofes and Surveyor Date NOTES: DATE: 21512001 SCALE: 1" = 50' 1.) The structures shown were located on the ground o 25 So 75 goo FEET by conventional survey methods on 021FEB/01 PREPARED FOR: 2.) The property information shown hereon was James Hoeck&T_ar_a O'Keefe compiled from available record information and 1424 Main Street does not represent an actual on the ground survey. Cotuit, Mass 3.) This plan is not for recording and is not PREPARED BY: to be used for construction layout or deed (aps('SUf N description purposes. 7 IIIIP`orker Road i Osterville MA 02655 DWG # C429A.PP1 FIELD BY: MDH/WHK (508) 420-3994 / 420-3995fax 1 '1 SMOKE DETECTORS O.K. BARNSTABLE BUILDING DEPL ----------- - -- -------- ----------------- -------- J . - . acan.eo e,.rn - a.aweeo eu+,H lift o/d I I 1 I 1 Rn.t'yr°cat C. S G` --- ----- _ co 4 U� PAD I , - 1 e...neee.ecn.nc..°n . . . - .,.. 1 „ icy fm 1 T__ _______— ___-____—_—_ _ G R O U N D F L OHO R P L A N ® ® eno,c.^e.,oe,euwe oevwc . O'KEEFE — HOECK „t:... �.e°n„eK,wn RESIDENCE A h j I t Ae.°e,.,e. 1171 VAIN STREE7 - LEGEND COTU1T,MASSACHU$ETTS ' GROUND .FLOOR PLAN Dr°w Be SCALE:AS NOTED ProJsct . PERMIT SET -09-II-00 N "•'••�•• y.mw• I / ..L. `.`�. S 4 . r 1 ;........ ... ----' -- --- I • � � L<aALeuaG q .. l ...... E _ �.. s i L ,e ru 1 S I .. .. 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A—IOI In �`SCALE:AS NOTED p,oTect o T - PERMIT SET —04—II-00 •`•• roe..eo + o:ai�• ' S w N •¢� p _ r - a. - R i I : w fir•'{ i CO I. s I YEY W EMI Yf I--- ----------------- ------------------------------------- ....- -_..-. -.--.f '• • u S G A R A G E FLOOR PLAN ® ® E HEw,CF1K.UY o[ncE at.1..Y O'KEEFE - HOECK_ Y[.<YYY,Y<,tlY RESIDENCE A A _ r o, h-f t e c t t e[wv.0 nor[Y eic Y[ 1421 RAIN BTREET ' _ LEGEND COTUIT.MASSACHUBETTs EGARAEGtELOOR PLAN Protect Y, _ pYYsaw PERMIT SET— OIJI-00 - — , �r m o 0 o a ------ 00 00 w y ------------ --- --- : • J r : N ♦ .: 1� • o : . O s 00 u1. ❑ _ 5: OO: - b o 4 --------------------- LE CEO �� o0 00 00 . oo -- - S-E C O N D F L O G R P L A N - ...F�.u.vwu xe M.aa O'KEEFE HOE CK ....a, ,�. RESIDENCE a•I.001•,�• . wrrovu.m mw r o A I i e e t- p ne 1124 VAIN STREET � � • - 4 LEGEND COTUIT.MASSACHUSETTS - Date o+-.oo SECOND FLOOR PLAN Che<LeE A-10 2 I`N e. SCALE: P$NOTED Pro�ecc a: PERMIT.SET — 09—II-00 a r --------------- El ° v a ,Y ,. B I L L I A R D 5 R. O O M P L A N - ® ®•.noruXtn,ot,ec,w°trtct - 1Aa.r O'KEEFE — HOECK nX,Xt.t RESIDENCE A.—....t. ' etnpru XO,6.N coxtl,JM,,IfKul f 0 h ) l 0 C l 1121 MAIN STREET - LEGEND COTUIT.MASSACHUSETTS DeLe: BILLIARDS ROOM PLAN n et Ch Xe C heckaa SCALE:AS NOTED PERMIT SET 04-11pERMIT SET- -11-0� l - x T , te + R - yt iw OO OO OO OO ----------- O O- O • - __ _____________ _________ ______ _ __ ----------- ...... _ ,n,.�nv�vn .... .__________ _ __ a �. e I � i ' DO - - —i O g. O ---, a — ..y_- .. .. - Q , •." O O - 00 - O O' - O O -2-- -------`- --------- ---------------- T H I R D F L O G R P L A N Boa.oavna 0 a a,a �a.a,a�,nara.aav O'KEEFE — HOECK RESIDENCE e.ao..,.. nao...amca pia cwmnaa r c1 A. 1�t`��e�r l e E A171 LAIN STREET - - LEGEND COTUIT,hA$5ACHU$ETT5 Da,a e..ron ^ -. THIRD FLOOR PLAN SCALE;A$NOTED cnaakaa: A_I O 3 I n cP PERMIT SET- 09 mR.' a p,�li"ri2e.¢u, I lullAul l,rtu t ` ----I -- -- -- a - _ w_ r -- ------------------ ..... -_.- .. .. ...-.... .... _... ....... ........ F -- - - ............................................................. - -- . _-- ...................... -------------------- M1 1— I —— • { Rlvs,NnfY i'.CVK ...... - I I. roo a ln.w ---_ NnsN 4P:nN wtT`.� I - 1 I I I :eoxc. i - �iUeieewlo."rA,e 1 _ 7 orie - 1 I I: i 6.....; - ._ _.. \ ........ 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SCALE:A5 NOTED Project v. � - o PERMIT SET -04-II-00 ---- -------- --- ------ --- ------ ------- - - - ------- -- ----- ,.o k..mo ':w mu, J A•a.w-o-mmn wo¢o Kw.a emauaa n..emmore.va uanu _ e.ewn �pa.v��oc`+ .. •. ` _�a nn-*eao raow ewaaae ow.ewe�n a ew rare_var _—___—_— j _ _————— - ✓" u nv•vccrn nape uenm.vu. - __——_vr urbwe,r.r. ❑onn 11r., aav"u rxvoa.eenw..rn _ r- _[Elea--------------------- -- ____ -------- ____ V u noo..reuu wwt r vexvr erwe rrn __ _____ — —_-- _______ ____ V BUILDING SECTION A O'KEEFE — HOECK RESIDENCE ADeOCi• t^ r a h i t e c t s 1121 VAIN STREET - COTUIT,MASSACHUSETTS Data: +-v-oo N BUILDING SECTION A Deaaa Ba meaK� Checked. _�2 O( I n ' SCALE:AS NOTED p-,— a .0.1ar ba�..Fue"....."' . s w d e y M. SAN _ _,4 FOUNDATION NOTES: ' .. xmzmm . .- ,-.. .-- ---------------------------------------- . .............._ ... r • cCOw.w.mer.73.oti.:� .b.wv. ,. _ _ , r :'. :,. � � - :' i °Or•'wnins uSm° aum rro r"cm a,w,a.r.o•. t ,� ` may,.; 7. - � �- � � i riirno�° •..-.- �mor.rr.a«uoe":ue.r�urai: ,.f =ri_;;'S�e i mA Ity - .. .--. r . Yr i smu wa t x . " } G A R A G E F 0 U N D A T 1 O N P L A N 1 , O'KEEFE - HOECK ...<°.,,..,.. RESIDENCE , q„r� '< • - L_� cia°•ie,ow w°v.'comi ra°,�cn"in,�a° 4 -^, mµ wm.w a..vmu, - r c h 1 t • ° l '■, f i Y a . _ N21 MAIN STREET ..'� 4 4,+b•, . LEGEND - COTUIT.MASSACHUSETTO GARAGE FOUNDATION PLAN o w-Baf' Chaaa•C S—IOOA .1 SCALE.A9 NOTED" , P......°::. PERMIT SET - 04-II-00 � �/J2..Y�3'�'C7t� . i f't.� �v���Ti�� I'� i ,_ �; PHILBROOK ENGINEERING & � 107 BEACH STREET C DENNIS, MA 02638 CONSTRUCTION 1 -508-385-8682 ENGINEERING DESIGN • CONSTRUCTION INSPECTIONS • BUILDING, ALTERATIONS & RENOVATIONS 29 October 2002 To: Mr. Tom Perry, Building Commissioner Town of Barnstable 200 Main Street Hyannis, Massachusetts 02601 re: HOECK+O'KEEFE Residential Frame & Foundation 1424 Main Street, Cotuit, MA Dear Sir: In accordance with Paras. 116.2.2 & 116.2.3 of the Building Code this letter shall serve as documentation of compliance by the completed frame to the plans prepared by Mark Hutker & Assocs. and Philbrook Engineering. Work items pertaining to the frame and foundation have been completed IAW these plans. Design changes have occurred during this project and copies of documents supporting this work are included. Final checks for reinforcement of the HVAC joists are done and a final check for the garage beam upgrade is scheduled. I have continued to perform site inspections during the entire construction period from mid-JUN 2000 to the present. I certify that the structure has been erected IAW the Massachusetts State Building Code, 6th ed. and will be suitable for its intended occupany, Use R-4. Respectfully submitted, �10-12. AQF T. VARNUM PHILBROOK, P.E. T. vARNUM as; Design & Construction Inspection Memo for Records P.410#406'x s a OECiHAMCAL v. FGIST[ R�� IVAL EN C"y PHILBROOK gyp_ t Z ENGINEERING FIELD REPORTMORKSHEET Project No: 107 BEACH STREET DENNS.MA 026W Sheet No: of - - 1.508.]BbBB62 MEMO FOR RECORD: 23 October 2002 Subject: Frame& Foundation Construction Inspections Location: O'KEEFE Residence 1424 Main Street, Cotuit, MA Builder: C.H. Newton Builders Inc. Project No: P00-12 Notes from Inspection: 1. These are final notes to the major rebuilding of this residence. This work covers foundation and frame work thru rough finish of all the mechanical trades in preparation for insulation and plastering. All floors have now been inspected. Over the course of this work numerous design changes and modifications have been advanced. This report identifies many of the items. Copies of all reports are included for submittal to the Town of Barnstable. Final frame inspections have been conducted by Mr. Jack Fitzgerald, Building Inspector for the Town of Barnstable. Items he noted as requiring further **> verification included cut headers at the heat run-outs (beneath Family Room) **> and oversize openings for ductwork in the Library, Family and Living rooms. Other areas -fire blocking @_stairs, use of a Ivl-lam as a band joist and squash block needs were addressed on a 2nd inspection the 3rd of October, 2002. • I I All the construction design work was based upon the following loads IAW Art. 16, Massachusetts State Building Code, 6th ed.: I Floor Live Loads (1 Family) =40 Ib/sq ft Floor Dead Loads (56 Const.) = 15 Ib/sq ft Porch Live Loads (1 Family) = 60 Ib/sq ft Porch & Grotto Floor Dead Loads (513 Const.) = 20 or 30 Ib/sq ft Roof Live Loads (7/12 pitch)= 25 Ib/sq ft Roof Live Loads (513 Const.) = 10 lb/sq ft Linear Wall Dead Loads (513 Const.) = 100 lb/If j 2. 12 DEC 2001 - MFR attached: • Main stairwell framing from 2nd-3rd floor re-aligned for roof point loads • Headers for heavy oak transomed pocket doors detailed • Resupport for Study Room Versa-Lam ridge to eliminate King' post o Introduction of Architectural Rack system for ceiling in Billard room i 3. 18 DEC 2001 -MFR attached: **> • Change of use for Study Room to become Library-further attached are copies of BC joist design checks for new wire conduit&existing waste runs s Design review notes for suspending the Architectural Rack in Billard room **> a Modifications for HVAC runs thru floor joists of Family room -further attached is copy of BC joist design check i4. 11 FEB 2002 -MFR attached:• Further modifications to framing of new Library-provide for walk-under bookcase units on interior ridge supporting gable wall assembly o Final design review& sizing notes for suspended rack in Billard room • Reframing gable end support of the Billard room main ridge beam -forming a support bent to clear an architectural gable window j **> • Modifications for HVAC runs thru floor joists of Living room -further j attached is copy of BC joist design check e Reframing of,load support ceiling over Private space to accommodate recessed lighting layouts • I C(OPY P82-FRW-7 % =- PHILBROOK ENGINEERING FIELD REPORTIWORKSHEET Project No: 107 BEACH STREET DENNIS.MA EBISS 026M Sheet No: Z- of�_... . ._ MEMO FOR RECORD: 23 October 2002 i Subject: Frame& Foundation Construction Inspections 5. 4 AUG 2002-MFR attached -this details upgrading of the existing W8x13 steel beam in the garage space. The purpose is to reinforce the beams and eliminate the mid-point support columns. This work was further modified to use pairs of MC7x19.1 channels installed flush tight to the sides of the W8x13 i web, bolted thru and welded at all butt and linear joints 6. The following requirements detail work needed to reinforce the short sections of joists used as headers for the HVAC duct run-outs in the Family room: **> • Pull the ductwork out of the way and clear the free side of the header o Prepare a short 1-1/2"x 3-1/2" section of LVL to form a spanning 2"x 4" • Install the LVL tight to the underside of the top flange of the header, running side to side from adjacent trimmer joists. Fit into the header hangers • Install short sections of 2"x 4"as stub columns beneath the LVL to carry loads down to the bottom of the trimmers into the header support hanger • Reinstall the HVAC duct run-outs 7. Based upon these final inspections a Certificate of Frame Completion will be issued. Separate check were conducted to verify the garage beam upgrade and the HVAC.header reinforcing. T. VARNUM PHILBROOK, P.E. Philbrook Engineering as: Multiple Enclosures ��P�tti OF M ��. T. VARNUM PHILBROOK . 4JI MECHANICAL v, No. 30690 A�o,�F�ECISTER����� SSIONAL ENG� C.Opy P82 FRW 7 ENGINEERING FIELD REPORTMIORKSHEET Project No: %0-1Z 101 BEACH biREET Sheet No: t of Z— MEMO FOR RECORD: 12 December 2001 Subject: Frame&Foundation Construction Location: O'KEEFE Residence 1424 Main Street,Cotuit, MA Builder: C.H. Newton Builders, Inc. Project No: P00-12 DESIGN/CONSTRUCTION REVIEW CRITERIA: 1. Several site walk-thrus have been conducted w/Russ Botelho from AUG to NOV 01. These were done to identify several areas of concern requiring oao additional design or modifications to on-going work. Some of these items will require architectural approval before final implementation. All the construction design work is based upon the following loads IAW Art. soh - . 16, Massachusefis State Building Code, 6th ed.: Floor Live Loads (1 Family)=40 Ib/sq ft " Floor Dead Loads(613 Const.)= 16 Ib/sq ft Porch Live Loads(1 Family)=60 Ib/sq ft Porch&Grotto Floor Dead Loads(613 Const.)= 20 or 30 ib/sq ft Z Roof Live Loads(7112 pitch)=26 Ib/sq ft Roof Live Loads(613 Const.)= 10 lb/sq ft Linear Wall Dead Loads(6B Const.)= 100 lb/If 2. 3rd Floor Stairwell Re-Frame: Changes in front window layouts resulted In changes to the 2nd-3rd floor stairwell opening. Re-framing around the old stairwell has resulted in loads from a valley rafter missing a Versa-Lam beam by on joist bay. The joist has severely deflected. Over the joist where the valley rafter crosses add a stud. Remove the strapping below, run a stringline and jack up the sagging joist. Sister to the joist a 1.76"x 9.6"Versa-Lam beam run from the interior bearing wall to the outside wall. Glue&nail along the top&bottom flanges then remove the jack and re-strap. 3. Support Header for Door 24: Plans call for a transom window to be placed over this pocket door unit. The problem is getting a low-profile header to carry a very heavy oak and glass sliding door. This unit will weigh about 226 lb. As discussed(and presented in an SK) install an inverted C3x6 standard steel channel. The channel needs to bear on standard&side facing KD-SPF jack studs. The door track needs to be bolted to the inside face of the channel w/1/4"stove bolts. Once clear of the opening the door track can be supported by the wood header. 4. Study Room Ridge Beam: Original plans called for heavy 6"x 8"king-posted collar ties spaced o/c. Do to a change in space use omission of these members is desired. Further, as drawn there is to be a gable walled mechanical space at the West end of this roof/attic construction. Total removal of all ties and the mechanical space(if so desired)will overload the 3.6"x 14"Versa-Lam ridge beam however all of these items are not needed. Here are some possible forms of ties; •3/8"cable ties 9'0"off of the floor Q.6'4"o/c. Install saddle hangers and thru-bolt pairs of 2"x 10" rafters-at the connection points s 2"x 8"treyed ceiling ties 12'6"off of the floor(a),16"o/c •4"x 6"collar beams 9'0"off of the floor C.6'4"o/c. House beams w/the ENGINEERING FIELD REPORTMORKSHEET Project No: �. 107 BEACH Sheet STREET No: of ___..._... _� MEMO FOR RECORD: 12 December 2001 Subject: Frame 8 Foundation Construction 6. Architectural Ceiling RackL rame: Plans call for the construction of a heavy oak ceiling frame to break the space and provide some concealment for the video projector. The metal hanging equipment will be a bronze alloy. Connections will be via.welding or bronze bolting for the main hangers and concealed. Based upon 2 connections per 6"x 8"carrying beam reaction loads to the roof break beams will be 400 lbs each hanger(end). Reaction loads to the roof frame willbe reviewed. T.VARNUM PHILBROOK, P.E. Philbrook Engineering NNN v 20 HP Q 2 1 `�'s PHILBROOK PQU 1Z ENGINEERING FIELD REPO RTIWOR KSH EET Project No: �. 107 BEACH STREET " DENKMMAO� Sheet. ..No, of 2 _ MEMO FOR RECORD: 18 December 2001 Subject: Frame&Foundation Construction Location: .O'KEEFE Residence 1424 Main Street, Cotuit, MA j Builder: C.H. Newton Builders, Inc. Project No: P00-12 I • DESIGN/CONSTRUCTION REVIEW CRITERIA: 1. Based upon the site walk-thru w/Russ Botelho on 12 DEC 01 additional items requiring design or modifications to existing work needed to be addressed. As before all the design work is based upon the following loads IAW ArL 16, Massachusetts State Building Code, 6th ed,as outlined on 12 DEC 01. 2. Study Room chance of Use-Ridge Support&Joist Checks: The new use of this area[Space 2141 is private library. Bookcases will be added to the interior mechanical separation wall and along the outside walls. Part of the design review will be to add some span reduction help to the ridge beam. Linear bookcase stack loads will be taken at 126 lb/If. Prepare the frame as follows: a. Cut-back the mechancial deck and install a 3.5"x 9.5"Versa-Lam in-line w/the rear of the stack wall recess. Align the beam so that a continuous 1/2"CDX plywood diaphragm wall can be constructed from the bottom of the beam to the ridge beam b.Stiffen the front of the stack wall 2/2"x 10"s w/a 3rd 2"x 10". glue&nail c. Frame a gable wall over the 3.5"Versa-Lam, providing a double jack stud beneath the ridge beam. Apply to the continuous face 1/2"CDX plywood run horizontally. Install solid 2"x 4" backing blocks behind the all horizontal butt joints for boundary nailing. Glue and nail on the plywood w/8d ring- shank nails. Space nails 4"o/c around all panel edges and 10" in the fields. Additional checks were run to verify the existing floor framing capacity to carry an additional outside wall lineal load. There are 2 series of joists used in this floor system. 9.5"AJS 10 spanning 14'6" run to the front and 9.5"AJS 25 span- ning 16'6" run from the stairwell back. Both joists will carry the additional floor loads. Tracing the load paths,the W10x17 beams are sufficient to carry these additional loads and their wood columns bear thru to the continuous bearing walls in the basement, These assemblies are also OK. 3. Family Room[Space 1191 Joist Checks: Modifications have'beenmade tp tK 11:875" BC190XL joists spanning under the Family Room (over the Workshop[Space 01A1). Previously 6"x 14"ductwork was checked for passage thru the center webs. Now the full depth of the web had to be removed to pass the ductwork. This was kept to the middle of the longer span(the joists are run continuous over an interior load bearing wall). Further work included heading off everyother joist at the outboard end at the areawell windows allowing heat registers to center upstairs in the family room. . These joists were reviewed w/the revised loadings. Shear in the web governs this work. The critical point is around the rectangular duct line. Setback from the outside wall needs to be checked, The original 14'0" is now too close to the interior bearing wall. A better distance is 10'0"from the outside wall. This is not how the ductwork was installed. Web stiffner plates need to be installed on both sides of the web on both sides of the opening. Use 1/2"CDX fit very snug top&bottom. Extend 4'0"to each side, glue& nails w/4d ring-shank. no') CO Aj -7 a PHILdKUUK P00 ENGINEERING ; FIELD REPORTMORKSHEET Project No: -)Z z- DEW&MA MEMO FOR RECORD: 18 December 2001 Subject: Frame&Foundation Construction 4. Architectural Ceiling Rack1Frame• j The 6"x 8"rack beam reaction loads to the roof break beams were increased to 450 lb at each hanger(end). These reaction loads to the roof frame were reviewed w/regard to the in-place framing; 6.25"x 14"dormer headers, 5.25"x 11.87V rafter trimmers and W1800 main ridge. For all members bending and shear stresses are OK. Deflection is less than L1240 for the dormer headers. This may or may not become a problem. Additional tie strength has been gained from a pair of 11.876" LVL members placed at the dormer breaks. For now not much more can be done until the final loads and connections are known. Study Room Floor Conduits: Discussions concerning the Installation of 3"dia. Schd. 20 electrical conduit. through the 2nd floor support beams occurred. The desire is to have ample wire conduit terminating in the middle of the room beneath the desk. 4" holes drilled into the web of the need to be located away from the main house beyond the 7'square duct opening. Distance from this opening needs to be at least 1.5 x 7= 10.5"so as to not compromise the webs around the 7"opening. Run- ning n option pro- vided 10 joist webs I a p p 95 r the l I thou Wing the 3 conduit laterally through lea 2'6." loads b t least kc s eo a I oo a al/b holes are kept back from thew Y vided these p which is 4'6"from the outside wall. T.VARNUM PHILBROOK, P.E. Philbrook Engineering P82-FRW-7 ' BOISE CASCADE - BC CALCTm 2001 DESIGN REPORT - US Monday,February 11,2002 09:04 le Double - 1 3/4" x 91/4" V-L SP 2900 Na e: Untitled Job Nam - O'Keefe Customer - C.H.Newton Address - Specifier - Designer - T.Vamum Philbrook,P.E. City,State,Zip - Company: - Philbrook Engineering&Construction Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc: - Project No: POO-12 Interior Library Gable Wall/Support n Standard Load-20 PSF 1 150 PSF OC Spacing 12" -1/2" 3-1/2" BO B1 B2 643 Ibs LL 4023 Ibs LL -974 Ibs LL 1CQ8 Ibs DL 12-06-M 4073Ibs DL 05-O&M . 486Ibs PIL Total Horizontal Length-18-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 18-00-00 20 PSF 150 PS 12" 100 Member Type: - Joist 1 Main Ridge Point Load- Conc.Pt.Load Left 09-00-00 09-00-00 3380 Ibs 1820 Ibs n/a 100 Number of Spans - 2 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 10462 ft-Ibs 84.3% @ 100% 2 1-Right Slope 0/12 End Shear 1602 Ibs 25.6% @ 100% 4 1-Left OC Spacing 12" Cont.Shear 5562 Ibs 88.9% @ 100% 2 1 -Right Repetitive No Uplift -1460 lbs 4 2-Right Construction Type Glued Total Deflection L/326(0.459") 73.4% 4 1 Live Deflection U636(0.236") 56.6% 4 1 Live Load 20 PSF Total Neg.Defl. -0.069" 13.8% 4 2 Dead Load 150 PSF Max Defl. 0.459"(Limit:1") 45.9% 4 1 Part Load 0 PSF Span/Depth 16.2 1 Duration 100 Disclosure Bearing Supports The completeness and accuracy of Name Type Dim.(L x W) Value %Allowed Case Material the input must be verified by anyone BO Beam 2-1/2"x 3-1/2" 1740 Ibs 23.4% 4 Versa-Lam who would rely on the output as 61 Beam 3-1/2"x 3-1/2" 8095 Ibs 77.7% 2 Versa-Lam evidence of suitability for a particular B2 Beam 2-1/2"x 3-1/2" 0 Ibs 0.0% n/a Versa-Lam application. The output above is based upon building code-accepted CAUTIONS; - design properties and analysis Uplift of-14601bs found at span 2-Right. methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the NOTES: applicable building codes. To obtain Design meets Code minimum(U240)Total load deflection criteria. an Installation Guide or if you have Design meets Code minimum(U360)Live load deflection criteria. any questions,please call Design meets arbitrary(1")Ma)amum load deflection criteria. (800)232-0788 before beginning product installation. Page 1 of 1. BCIO and Versa-Lam are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCTM 2001 DESIGN REPORT - US Tuesday,December 18,2001 22:56 File Single - 91/2n AJS 10 Name: Untitled Job Name - O'KEEFE-HOECK Customer Address - Project No: POO-12 Specifier - Designer - T.Vamum Philbrook,P.E. City,State,Zip Company: Philbrook Engineering&Construction. Code Reports - BOCA 99-23,SBCCI 9707A,ICBO 5504 Misc: - 0 Standard Load-40 PSF 1 15 PSF`OC Spacing 18� 8 B1 BO 530 Ibs LL 403 Ibs LL 47 Ibs DL 192 Ibs L Total Horizontal Length-14-MM General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End . Live Dead OCS Dur. S Standard UnfArea Load Left 00-00-00 14-06-00 40 PSF 15 PSF 16" 100 Member Type: - Joist 1 Front Guest Room Wall Conc.Lin.Load Left 01-06-00 01-06-00 120 PLF 175 PLF, 115 Number of Spans - 1 2 . Book Cases Conc.Lin.Load Left 02-00-00 02-00-00 0 PLF 125 PLF 100 Left Cantilever - No Right Cantilever - No Hole Summery ID Description Center Ref. Width Height Shape Slope 0/12 OC Spacing 16" 1 3 Electical Conduit 05-06-00 Left 4" 4" Circular Repetitive Yes 2 3"Electrical Conduit 04-06-00 Left 4" 4" Circular Construction Type Glued Controls Summary Live Load 40 PSF Control-Type . Value %Allowable Duration Loadcase Span Location ' Dead Load 15 PSF Moment 2284 ft-Ibs 90.1% Q 100% 2 1-Intemal Part Load 0 PSF End Reaction 1028 Ibs 78.1% @ 115% 3 1 -Left Duration 100 Hole#1 Shear 137 lbs 19.0% Hole#2 Shear 192 Ibs 26.7°k Disclosure Total Deflection U432(0.402") 55.5% 3 1 ' The completeness and accuracy of Live Deflection U694(0.251") 51.8% 3 1 the input must be verged by anyone Max.Defl. 0.402"(Limit:1") 40.2% 3 1 who would rely on the output as Span/Depth 16.3 1 evidence of suitability for a particular application. The output above is z_. based upon building code-accepted Bearing Supports design properties and analysis Name Type Dim.(L x W) Value %Allowed Case Material methods. Installation of Boise BO Beam 2-1/2"x 2-1/2" 1028 Ibs 18.3% 3 Versa-Lam Cascade engineered wood products B1 Han er Load n/a 595 Ibs rile 3 Versa-Lam must be in accordance with the 9 current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have NOTES: any questions,please call Design meets Code minimum(U240)Total load deflection criteria (800)232-0788 before beginning Design meets Code minimum(U360)Live load deflection criteria. product installation. Design meets arbitrary(1")Maximum load deflection criteria. Page 1 of 1 BCIO and Versa-Lam®are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCTm 2001 DESIGN REPORT - US Friday,December 14,200 Single - 91/2" AJS 25 Name: Untitled Job Name - O'KEEFE-HOECK Customer - Address - Project No: POO-12 Specifier - Designer - T.Vamum Philbrook,P.E. City,State,Zip - Cotuit,MA Company: - Philbrook Engineering&Construction Code Reports - BOCA 99-23,SBCCI 9707A,ICBO 5504 Misc: - Front Spanning Library(214)Joists tandard Load-40 PSF 115 PSF ..00 Spacing 16" j } 1 B1 BO 581 Ibs LL 459 Ibs LL 511 Ibs DL ` '+ 2191bs pL 1--- Total Horizontal Length-16-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 16-06-00 40 PSF 15 PSF 16" 100 Member Type: - Joist '=, 1 Rear Guest Room Wall Conc.Lin.Load Left 02-00-00 02-00-00 120 PLF 175 PLF 115 Number of Spans - 1 2 Book Cases Conc.Lin.Load Left 02-06-00 02-06-00 0 PLF 125 PLF 100 Left Cantilever - No Right Cantilever - No Hole Summary ID Description Center Ref. Width Height Shape Slope 0/12 OC Spacing 16" 1 6"Dud Run-out 03-00-00 Left 6" 6" Circular Repetitive Yes Construction Type Glued Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Live Load 40 PSF Moment 2957 ft-lbs 67.6% @ 100% 2 1 -Internal Dead Load 15 PSF „ End Reaction 951 Ibs 83.2% @ 100% 2 1 -Left Part Load 0 PSF Hole#1 Shear 346 Ibs 74.6% Duration 100 Total Deflection L/393(0.503") 60.9% 3 1 Live Deflection U631 (0.314") 57.0% 3 1 Disclosure Max.Defl. 0.503"(Limit:1") 50.3% 3 1 The completeness and accuracy of Span/Depth 20.8 1 the input must be verified by anyone who would rely on the output as evidence of suitability for a particular gearing Supports application. The output above is e Name Type Dim.(L x W) Value /o Allowed Case Material based upon building code-accepted design properties and analysis BO Beam 2-1/2"x 3-1/2" 1092 Ibs 13.9% 3 Versa-Lam methods. Installation of Boise B1 Hanger Load n/a 678 Ibs n/a 3 n/a Cascade engineered wood products must be in accordance with the current Installation Guide and the NOTES:. . applicable building codes. To obtain Design meets Code minimum(1-/240)Total load deflection criteria. an Installation Guide or 9 you have Design meets Code minimum(U360)Live load deflection criteria. any questions,please call Design meets arbitrary(1")Ma)dmum load deflection criteria. (800)232-0788 before beginning product installation. Page 1 of 1 BCI6 and Versa-Lang are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCTm 2001 DESIGN REPORT - US Tuesday,December 18,2001 22:16 le Single - 11 7/8" BCI 90XL Na e: Untitled Job Name - O'KEEFE-HOECK Customer - Address - Project No. POO-12 Specifier - Designer - T.Vamum Philbrook,P.E. City,State,Zip - Company: - Philbrook Engineering&Construction Code Reports - ICBO 4665,NER 446 Misc: - B-Longer joist used to carry headed shorter joists loads \7 Standard Load-40 PSF 115 PSF OC Spacing 1G -1/2" 1/2" 2-1/2" BO B1 B2 993 Ibs LL 1389 Ibs LL -355 Ibs LL 363 Ibs DL 24-00-00 521 Ibs DL 08-06-OQ.: -54 Ibs QL Total Horizontal Length-32-06-00 Ir General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 32-06-00 40 PSF 15 PSF 16" 100 Member Type: - Joist 1 Headed Joist Point Load Conc.Pt.Load Left 01-00-00 01-00-00 500 lbs 185 Ibs,-n/a 100 Number of Spans - 2 Left Cantilever - No Hole Summary Right Cantilever - No ID Description CCenter) Ref. Width Height Shape Slope 0/12 1 Left 14" 8-7/8" Red. OC Spacing 161, Repetitive Yes Controls Summary Construction Type Glued Control Type Value %Allowable Duration Loadcase Span Location Moment 4325 ft-Ibs 50.6% @ 100% 2 2-Left Live Load 40 PSF End Reaction 1362 Ibs 95.5% @ 100% 4 1 -Left Dead Load 15 PSF Int.Reaction 1909 Ibs 47.7% @ 100% 2 1 -Right Part Load 0 PSF Cont.Shear 1089 Ibs 50.6% @ 100% 2 1 -Right Duration 100 Uplift -409 Ibs 4 2-Right Hole#1 Shear 194 Ibs 95.5% Disclosure Total Deflection U537(0,536") 44.6% 4 1 The completeness and accuracy of Live Deflection U733(0.393") 49.1% 4 1 the input must be verified by anyone Total Neg.Defl. -0.076" 15.1% 4 2 ; who would rely on the output as Max.Defl. 0.536"(Limit:1") 53.6% 4 1 evidence of suitability for a particular Span/Depth 24.3 1 application. The output above is based upon building code-accepted design properties and analysis Bearing Supports methods. Installation of Boise Name Type Dim.(L x W) Value %Allowed Case Material Cascade engineered wood products must be in accordance with the BO Beam 2-1/2"x 3-1/2" 1362 Ibs 17,3% 4 Versa Lam current Installation Guide and the B1 Beam 5-1/2"x 3-1/2" 1909 Ibs 23.3% 2 Spruce-Pine-Fir applicable building codes. To obtain B2 Beam 2-1/2"x 3-1/2" 158 Ibs 2.0% 5 Versa-Lam an Installation Guide or if you have any questions,please call CAUTIONS: (800)232-0788 before beginning Uplift of-409 Ibs found at span 2-Right. product installation. NOTES: Design meets Code minimum(U240)Total bad deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Page 1 of 1 BCI®and Versa-Lams are registered trademarks of Boise Cascade Corp. /h PHILBROOK ENGINEERING FIELD REPORT/WORKSHEET I Project No: POU"1L I W,-�STRES +sao-aao-oeei '' MEMO FOR RECORD: 11 February 2002 Subject: Frame&Foundation Construction Location: O'KEEFE Residence 1424 Main Street, Cotuit, MA Builder: C.H. Newton Builders, Inc. Project No: P00-12 DESIGN/CONSTRUCTION REVIEW CRITERIA: 1. Two additional walk-thru inspections took place on 19 DEC 01 &28 JAN 02. Russ Botelho was present for the 1st, Kevin Dauphinais, MHBA,was present for the 2nd. The following items required additional work or modifications. ! As before all the design work is based upon the following loads IAW Art. 1.6, Massachusetts State Building Code, 6th ed, as outlined on 12 DEC 01. 2. Study Room change of Use-Library Wall Checks: The new use of this area [Space 2141 is private library. Bookcases are to be j built across the face of the interior mechanical separation wall. This will create a a walk-under affect when you enter the room. A moving ladder track rail will . provide a load point for those stacks on the interior gable wall face. Too date' this gable wall has been reinforced to support library the loads and to aid in the , main ridge support. The following will provide support and restraint for the bookcase units: a.To the face of the double 9.5" LVL already sheathed in plywood install a steel angle to act as a ledger support for the bookcase units. This acts similar to angles supporting curtain walls on building facades. The angle is to be a 5/16"x 3-1/2x 6" unequal leg member. Lag the 3-1/2" leg to the face of the plywood sheathed LVL beam w/ 1/2"x 4" bolts spaced 24"o/c. This will pre- vent the units from falling down b.The bookcase units when installed need restraint ties from their tops to the plywood sheathed wall. Install pairs of Simpson A23 clips cD 24" o/c and/or install solid blocking across the underside of the roof before final crowns and finish moulds are installed. This will prevent lateral rotation of the units j away from the face of the gable wall 3. Architectural Ceilina Rack/Frame: Revised plans call for the 6"x 8" main rack members to be downsized to 5"x 7" in order to appear less heavy architecturally. These downsized beams were in- vestigated for strength(bending)and appearance(deflections). In design the i 5"x 7"are ample to meet both design requirements. In detail the following in- formation applies to the inboard 5"x 7"members which also provide support for the projector: a. Projector Unit-total weight assumed 400 lb(200 lb carried equally on each �. of two trellis 4"x 6"members) b.Trellis Stock-White or Red Oak w/unit weight of 48 Ib/cu ft c. Main Members (5"x 7") -Bending=48% OK; Deflection= .33" (L1446) OK I I 4. Garage Ridge Beam Support Bent: i Original plans called for heavy 5.25"x 7" BCI Versa-Columns to carry the W18x40 main ridge beam end loads to grade(foundation). One of these columns blocks I an architectural windrow on the gable end. The following work summarizes the steps necessary to h64d-off the Versa-Column and split the loads down to the foundation by skirting the window opening: a. Install temporary pdsts near the end on a non-snow load day. Block these post either to the floor/frame below or the outside wall bays w/gate-legs b.Cut the Versa-Column off 18"above the window opening c. Install a 5.25"X 9.25" BCI Versa-Lam header beam. Fasten the beam to the cut Versa-Column w/a pair of Simpson H6 clips on the inside face n W 4 1 PHILBROOK e ENGINEERING FIELD REPO RTIWOR KSH EET t Project No. "N Sheet No: 2 of�_ MEMO FOR RECORD: 11 February 2002 Subject: Frame&Foundation Construction 4. Garaae Ridae Beam Support Bent conM d. Install matching 3.5"x 5.26"Versa-Columns on each end of the header beam running them either to grade(foundation). These need solid blocking at both the attic floor and 2nd floor levels. Stacked construction is OK provid- ed solid end contact is maintained between columns and any blocking. LivinaLLRoom [Space 1101 Joist Checks:' Modifications have been'made to the 9:5" BCI AJS10 joists spanning under the Living Room(over the Playroom [Space 006). These joists (towards the water) have 3 duct holes in them. Actual sizes were measured and modeled. As built the joists still meet the mfgs. recommended design allowances. 6. 3rd Floor Re-Frame Checks rSpace 205 Ceilinal: The framing here was modified to accomodate recessed lighting in the ceiling and to pick-up point loads from the 3rd floor dormer roof header where the wall had been modified to receive cabinets and shelving. Since first inspected on. 19 DEC 01 the openings have been reduced and the lights are installed. A new double 9.25 LVL was installed beneath the common wall load point and a 2nd sister 9.25" LVL was added to an existing floor joist. All work is properly done. V /+ T.VARNUM PHILBROOK, P.E. Philbrook Engineering r.,, n PD Y P82-FRW-7 . BOISE CASCADE - BC CALCTm 2001 DESIGN REPORT - US Monday,February 11,200211:59 File Single - 91/2" AJS 10 Name: Untitled Job Name - O'Keefe Customer, - C.H.Newton Address - Specifier - (5mn Designer - T.Vamum Philbrook,P.E. City,State,Zip - Company: - Philbrook Engineering&Construction Code Reports - BOCA 99-23,SBCC19707A,ICBO 5504 Misc: - Project No: P00-12 Living Room Floor Joists tandard Load-40 PSF 115 PSF OC Spacing 16" 2-112" B1 BO 440 lbs LL 440 lbs LL 165 lbsL 167 DL Total Horizontal Length-16-06-00 � General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End -Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 16-06-00 40 PSF 15 PSF 16" 100 Member Type: - Joist Number of Spans - 1 Hole Summary Left Cantilever - No ID Description Center Ref. Width Height Shape Right Cantilever - No 1 Supply Trunk 08-03-00 Left 14" 6" Red. Slope 0/12 2 Run-out 04-06-00 Left 12" .3-1/4" Red. OC Spacing 16" 3 Run-out 11-08-00 Left 12" 3-1/4" Red. Repetitive Yes Construction Type Glued Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Live Load 40 PSF Moment 2496 ft-lbs 98.5% @ 100% 2 1 -Internal Dead Load 15 PSF End Reaction 605 lbs 52.9% @ 100% 2 1 -Left Part Load 0 PSF Hole#0 Shear 0 lbs Duration 100 Hole#2 Shear 308 lbs 95.9% Hole#3 Shear 288 lbs 89.8% Disclosure Total Deflection U385(0.513") 62.2% 2 1 The completeness and accuracy of Live Deflection U530(0.373") 67.9% 2 1 the input must be verified by anyone Max.Defl. 0.513"(Limit:1") 51.3% 2 F 1 who would rely on the output as Span/Depth 20.8 1 evidence of suitability for a particular application. The output above is based upon building code-accepted Bearinq Supports design properties and analysis o Name Type Dim.(L x W) Value /o Allowed Case Material methods. Installation of Boise Cascade engineered wood products BO Beam 2-1/2"x 2-1/2" 605 lbs 10.8% 2 Versa-Lam must be in accordance with the B1 Beam 2-1/2"x 2-1/2" 605 lbs 10.8% 2 Versa-Lam current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have NOTES: any questions,please call Design meets Code minimum(U240)Total load deflection criteria. (800)232-0788 before beginning Design meets Code minimum(U360)Live load deflection criteria. product installation. Design meets arbitrary(1")Maximum load deflection criteria. Page 1 of 1 BCI®and Versa-LamO are registered trademarks of Boise Cascade Corp. PHILBROOK P 2 OO- ) r ENGINEERING FIELD REPORTMORKSHEET Project No: 107 BEACH STREET DEWS.MA0� Sheet No: � of ,•wa-W.w i MEMO FOR RECORD: 4 August 2002 Subject: Garage Beam Upgrades 1 Location: O'KEEFE Residence 1424 Main Street, Cotuit, MA Builder: C.H. Newton Builders, Inc. Project No: P00-12 i DESIGNICONSTRUCTION REVIEW CRITERIA: 1. Inspections were conducted w/Russ Botelho to determine design and work requirements to be accomplished in the existing 3 car garage. Removal of 2 interior bearing columns is desired. In order to accomplish this the site and old'as-built' plans were examined. This construction design work is based upon the following loads IAW Art. 16, Massachusetts State Buildinq Code, 6th ed.: Floor Live Load(1 Family)=40 lb/sq ft Floor Dead Load(5A Const)= 15 Ib/sq ft ILinear Beam Dead Loads=25 lb/If 2. Garage Floor Beam Reinforcing (see sketch): Strip away all wood framing and mechanical items so that the side to the top of the top flange is accessible. Some welding will occur in the middle of each of the joist bays to ensure cross pipes and blocking are also out of the way. Unbolt the middle support columns but leave in-place during the reinforcing work. Proceed as follows: a. Prepare 4 ea side cover plates. Dimensions are 1/2"x 7-13/16"x 25'-2". These can be shorter sections w/full penetration butt welds b. Install 1/4"full depth stiffening plates on both sides of the existing W8x13 web at each end in-line w/the center of the support column and then then at the 1/4, 112&3/4 points I , c. Install side covers to each side of each W8x13. Center vertically to allow for full fillet welds between the end of the beam flange and the edge of the side cover top&bottom. Provide continuous 3/16"fillet welds along the bottom. Stitch weld 3/16"fillet welds 8"on, 8"off across the top, centered on the wood joist bays to completely avoid the wood bearing areas d. Butt weld Simpson FHAl2 strap ties in pairs @ 48" o/c (maximum spacing) to the top of each side of the cover plate in-line w/the wood joists (soak the wood joist bottoms prior to welding). Nail w/Mfg.specified nails the strap ties along the bottoms of the corresponding wood joists 3. Observe the work, install a stringline and slightly spring the beam (1/8"max). Remove the middle support columns and release the jacking slowly. Check the nailed strap tie connections and measure deflection. Total deflection at this point(in the middle)should not exceed 5116"+/-added to whatever was existing previously. Transfered loads, column support and end bearing are OK for the existing foundation(as drawn from old plans). Chec/verify that there are currently bottom bearing plates beneath the end columns. . �UAftr+rCxJa�-13�tao�� T.VARNUM PHILBROOK, P.E. Philbrook Engineering . as 1 encl; Built-up Section Detail P82-FRW-7 Datum r Center of Gravity F, y A +� �T`� �.. ^„t�•�.�.y,.�k.+-,,�. "� ,� �e..M .l.�S �yy '4 z�`R,a$ s sT���y ��°�,'' •, *t � F �t,�� c �� 7 i� �y �wS•�',ty-�� a' a7h>r$ R��i rZ.iwf NI�IAV� 4i��t.-. �F�r`-'."�—��•r. �rr F��a7��'4��f+s v,«�'�'a�,aM+�rrin7 n'A.t�� w4: - ��t � _ etc,��• w r g 1` 7f.. '- ; e r #—n 1 r +pr A' St {d of Gravity t r''�. Center of Qm Palota 4 l kj l 7 t+ Asa « »* tz.t ra { +� ySy)� r�.{ ',E �t ta.,o sew �•/ 33 a w:. F w S 4d� #Tr° 4 t�yk r t 7r u y`iJi• rt i r. / sa tys ,1.'d �T 7ftly� # 4� t r�� o � r �k�ez` �. Cte � rr z • .,} ra5nzk �. �:.',.s tt fa�:--+�;4�< w� ��P`G+�k"`. to.�j0!•a.f� t..�-��i. Cent avity ISO BROWN UNDQUIST,INC. ARCHITECTS 926 Main Street • Yarmouth Port, Massachusetts 02675.• (508) 362-2727 • FAX: (508) 362-9171 21 March 1995 Town of Barnstable Building Department LIAR 2 319 367 Main Street = r _J Hyannis, MA 02601 Attn: Ralph M. Crossen . Inspector of Buildings Re: Pappas Residence 1424 Main Street, Cotuit Mr. Crossen: I am writing to request a six month extension to the foundation'permit for the Arthur Pappas residence at 1424 Main Street in Cotuit. A delay in the sale of Mr. Pappas's current residence has necessitated this request for an extension. Mr. Pappas will commence construction of his residence prior_to 9 September 1995. Please call if I can furnish additional information. Yours truly; BROWN & LINDQUIST, INC. Peter G. Brown President . . PGB:phs cc: A. Pappas F i o-o cF THE rp� Town of Barnstable ,, i Department of Public Works 163ASK 9• Engineering Division 367 Main Street, Hyannis MA 02601 Office: 508-862-4088 Thomas J. Mullen, Director Fax: 508-862-4711 Robert A. Burgmann, P.E. Town Engineer Ms. Tara O'Keefe 1424 Main Street Cotuit, MA. 02635 Date: April 8, 2002 Subject: Driveway installation on town accepted roads, Map 017 Parcel 012 Dear Ms. O'Keefe, This office was notified, as required by law,that Verizon has received a request to relocate a telephone pole in front of your property located at 1424 Main Street, Cotuit. The notification is necessary for Verizon to receive an easement from the town for the new pole location. State law requires a public hearing prior to granting an easement,by the town, for the relocation of utility lines and poles. A road-opening permit must be obtained from the Engineering Division of the Department of Public Works before the installation,relocation or alteration of driveways on public roads within the Town of Barnstable. The Town of Barnstable's"Road- Opening Permit Process"must be followed prior to the processing of a pole hearing for a driveway installation. Please contact me regarding the road-opening permit application so that the pole relocation hearing may be scheduled. t Siegel Engineering Records Manager F c0 + /� Z4 {11 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# Health Division " 007i'Un Date Issued �21-2 71,Jd J )C PI b Conservation Division 10115/DD �J1C ,Dluya{�� � •; Fee. c, .3, .SS.`'/ •� Tax Collector ^ICI SYSTEM MUST BE - Treasure - 11,eGTALLED IN COMPLIANCE Planning Dept. WITH TITLE 5 ENVIRONMENTAL CODE AND Date Definitive Plan Approved by Planning Board t TOWN REGULATIONS Historic-OKH Preservation/Hyannis ` Project Street Address - +2 r Village +l.Y , t .Owner'�1GL� f e► 14oeck I T,1'(Q 0'(ZeC. e-. Address 4E, Telephone Permit Request de4q � 0 K Square feet: 1st floor: existing��� proposed G 2nd floor:-.existing27 pro osed Total new f 1 ri dewao Valuation Zoning District t Flood Plaini`t ® Groundwater Overlay I'le) - Construction Type w 00 dr av Lot Size Ct G-Je S Grandfathered: �1?es O No If yes, attach supporting documentation. Dwelling Type: Single Family Y" Two Family Cl Multi-Family-(#.units) . Age of Existing Structure �� (Ch „ Historic House: O Yes � On Old King's Highway: ❑Yes 6 o Basement Type: Full (116rawl Walkout ❑Other Basement Finished Area(sq.ft.) 17-10 I Basement Unfinished Area(sq.ft) 1 `*v��W� �� �'cs Number of Baths: Full: existing �� new Half:existing CCk ni new Number of Bedrooms: existing new Total Room Count(not including baths): existing new 4- First Floor Room Count . Heat Type and Fuel: was ❑'Oil ❑ Electric- ❑Other Central Air: 1es 0 No Fireplaces: Existing dgpddrlew Existing wood/coal stove: 6*Yes ❑No-reww1ge4, Detached garage:de"xisting ❑new size 00 Pool: O existing ❑new size Barn:0 existing ❑new size Attached garage: existing ❑new size O 2 Shed:O existing ❑new size Other:666to Zoning Board of Appeals Authorization O Appeal# Recorded❑ Commercial ❑Yes Flo If yes, site plan review# Current Use & OLVO Proposed Use C�,AM e BUILDER INFORMATION Name C. H.. idew-tcn Builders, Ihc./DaNrid Neivton Telephone Number 508-548-1353 Address 549 :Main Road (28A) License# 046192 TnT. Falmouth, MA 02574 Home Improvement Contractor# 107888 Mailing• P- n Rny co?, Faimnni-.1h, MA n2541 Worker's Compensation# 1'1rA7hn5n47 ALL CONSTRUCTION DEBRIJ RESULTING FROM THIS PROJECT WILL BE TAKEN TO Rourne facility �' SIGNATUR Naa DATE �j' �—Oc7 FOR OFFICIAL USE ONLY. PERMIT NO. L Y! r s y DATE ISSUED - -- , MAP/PARCEL-NO. ADDRESS t" VILLAGE ' OWNER DATE OF INSPECTION. FOUNDATION `r ` ` .•�5 / FRAMEcc L D INSULATION FIREPLACE e . a ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH Y FINAL GAS: . ROUGH _ FINAL r FINAL BUILDING DATE CLOSED OUT 0 _ ASSOCIATION PLAN NO. 1 j ADDRESS:IXT PERMIT# DATE: M/P: O < L LARGE ROLLED PLANS ARE IN: BOX , _ SLOT DATE: q/wpfiles/archive P PROJECT NAME• ADDRESS: PERAHT# q 7;Z3 DATE: a M/P: Mo L'7- 8( a- LARGE ROLLED PLANS ARE IN: BOX 6 e , SLOT DATE: �_n/w�nfilPc/archive ___ PHILBROOK ENGINEERING 107 BEACH STREET CONSTRUCTION °E"508 38°8682 ENGINEERING DESIGN • CONSTRUCTION INSPECTIONS • BUILDING, ALTERATIONS & RENOVATIONS 16 May 2001 Reference: 1 Family Residential Reconstruction with Full Foundation Client-O'KEEFE+HOECK 1424 Main Street Cotuit,Massachusetts 02635 For: C.H.Newton Builders,Inc. Falmouth, Massachusets 02541 To Whom It May Concern: I am the engineer responsible for the design and construction of the frame and foundation work being accomplished at the above address. At the request of C.H. Newton Builders,Inc. I have worked to reuse existing components, make use of the as-built frame and foundation and to design w/reclaimed materials. To wit I have performed continual site inspections for all phases of this job , since the inception of work last June, 2000. Basically this has been an adaptive restoration of a 1 family residence. From the very beginning I had concerns about the structural condition of the frame and foundation. Based upon its past remodeled history, visual conditions of its then present beams,walls&foundations, and the unnatural locations of large supporting openings I anticipated major discrepancies in both workmanship and material conditions. BACKGROUND: Basic Construction- The center house was a 2-1/2 story building w/gabled ends. Along the front and rear eaves there were large turned gable dormers. Across the rear there was a large bump-out on the I st floor which housed additional dining and living room spaces. Appended further to the rear was an enclosed porch. In front an open trapezoidal gazebo had been added as an entry point. Besides these direct additions there was a master bedroom wing on the right side(viewed from the street) and a kitchen./indoor garden wing on the left side. Inside there was a maze of interconnect- ed rooms. Although finished off the basement had 7 large dropped beams which split the spaces off uncharacteristically. The l st floor bearing wall was buckling under the upper story loads. The staircore between floors sagged at the unsupported inside corners on the 2nd&3rd floors. A sec- tion of the roof was sagging where the valley rafters connected. Recent Construction- Sometime in the mid-1980s Brown&Lindquist,Architects prepared and supervised a complete alteration and modernization project for this house. Visually, all of the millwork was replaced w/Andersen vinyl-clad casements, awnings and related sliding window& door units. Several bathrooms were added and all the remaining bathrooms were remodeled w/ ' new fixtures. The house was supported and a full basement was dug underneath it. Masonry t bearing walls and the noted steel beams were installed beneath the wood framing. The chimney bases were enlarged and extended. All of the appendages noted above were added. Based on the extent of the window, door and interior opening work there was not a wall that went untouched ;.during that project. PHILBROOK ENGINEERING & 107 BEACH STREET DENNIS, MA 02638 Z, -) CONSTRUCTION 1-508-385-8682 ENGINEERING DESIGN • CONSTRUCTION INSPECTIONS • BUILDING, ALTERATIONS & RENOVATIONS Proposed Construction- This work will re-create a shingle&shake period residence,probably like what this was originally, before time and remodeling work took its toll. Obviously many modern amenities are to be installed;HVAC, new electric&plumbing, revised space uses. It was also planned from the onset to upgrade or replace deficient frame and foundation elements,to correct those areas that have settled w/time and to address visible and potentially hidden moisture and water damaged areas. Opening Demolition- The roof was removed and all the walls in the basement and on the 1 st&2nd floors were stripped to expose the framing, masonry and foundation construction. This work had proceeded very carefully in order to not create unnecessary damage or reconstructive work. Once it was stripped and gutted final inspections were conducted. FINDINGS: Overall the workmanship and components were in fair to poor condition. The walls were in the worst shape. The amount of in-fill framing from the previous remodeling left multiple wall plates of mixed SPF &older stock. Jack studs supported headers that were not directly sup- porting walls above. Old, wood wind bracing had been removed(notches were present in the re- maining older studs)and either plywood or straps had been installed. In some places on the 2nd floor there was evidence of multiple window opening changes dating back to the 1950s based upon stud dimensions. Steel beams had been let-in to the frame but were not'connected to the floor dia- phragms. One of these beams fell out when the wall was being opened up. Due to poor flashing techniques across the rear where the dining/living rooms were extended a water path was created which led to the old outside corners. The floor frame was in better shape however chimney openings were not properly headed-off and there were no doubled trimmers to support the additional point loads. Further, due to flashing failures over time there was water damage all the way down to the 1 st floor around the chimney and fireplace openings. At the outside walls all the joists were notched and shear cracks were evident at most of the notches. Supporting ledger strips had been previously removed(if they were present) so between floor loads and upper story loads made the end connections inadequate to support these reaction loads. The first floor frame did not provide any continuity and had been supported on steel beams. The foundation was poor. It was a combination of sub-poured concrete walls capped w/rows of concrete masonry block. The block work was unreinforced and there were no sill attachment anchors. In addition the joint work was porous and numerous cracks or voids were present. The interior walls that supported the upper storys were massive yet noncontinuous in that they failed to support the interior house sections. The steel beams were supported on unreinforced pilasters. M The wood sills across the rear had rotted away, allowing the corners to drop as the sill material was crushed. Along the side the sill had been replaced w/6 or so 2"x members used as plates and blocking. ' ... •P, .. a.. I ,Tip 2 ,f PHILBROOK 3 ENGINEERING & 107 BEACH STREET CONSTRUCTION DEN 50 MA8-3858- 6682 1-50� ENGINEERING DESIGN. • CONSTRUCTION INSPECTIONS • BUILDING, ALTERATIONS & RENOVATIONS Based upon these inspections during the midwinter, 2001, a series of meetings took place to dis- cuss courses of action. The following summarizes my concerns and input into these discussions: • All new wall work on the 1 st floor would have to become 2"x 6"to support the upper stories. The center 2"x 4"bearing wall would be replaced w/a new 2"x 6"wall. • The rear walls on the 2nd floor had to be replaced because there was no vertical or lateral continuity in them. In addition they needed to be properly sheathed for wind bracing. Water damaged plates would also have to be replaced above the 1 st floor and new infill framing would be required to receive new steel(replacing the noted fallen beams). The gable walls on each end at the 2nd story would have to be new also. None existed on the end by the kitchen and the bedroom end had to be removed in order to install a new chimney and provide access to the wing 2nd story bedroom • All the floor joists would require the installation of plywood shear plates at their notches. The entire rear half of the 2nd floor would have to be replaced as the joists were too short to bear on new supports and carry their design loads. Joists on the 1 st floor beneath the living room and over the mechanical room would have to be removed also in order tore- frame for the HVAC systems. On all 3 floors the joists around the two chimney openings needed to be reframed properly w/headers and trimmers. There were two old openings that had previously been filled in. The old joists here beneath a bathroom and over an old stairway would have to be replaced also. s The steel in the basement would now be too short where the walkout was created. They were not massive enough to extend by adding sections so they would have to be replaced. This would allow for the rebuilding of the masonry pilasters. As the steel was later being removed a section of the masonry wall fell in. All remaining masonry would have to be , repointed and anchorage would have to be installed once new sills were in-place. STRUCTURAL: In consideration of all of this it began to make sense to raze the main structure. As an engineer I could reasonably make whatever was left work however time and money aside the end results would be a further bastardization to the main frame, compounding the sense and confusing the true load capacity abilities of the structure. Another major factor was the time and money spent so far in taking great care to keep the main house intact while the wings were carefully removed and re- built to match the center existing structure. This purpose had always been to get a clean stopping point between the old and new components. This was becoming unattainable. I informed C.H. Newton Builders, Inc. that from an engineering standpoint we could build faster, safer and stronger by going to a total replacement as opposed to a patch-up framing and foundation approach. REGULATORY: from the attached glossy it can be seen that prior to removal of the main house both wings had been reframed new according to plans. There is concrete evidence that every attempt was being -made to leave the main house intact. In fact the entire interior was stripped for the express purpose of reinforcing the existing frame and foundation. This work was undertaken in order to comply w/ " the regulatory requirements. PHILBROOK �± ENGINEERING 107 BEACH STREET DENNIS, MA 02638 CONSTRUCTION 1.508.385.8682 ENGINEERING DESIGN • CONSTRUCTION INSPECTIONS • BUILDING, ALTERATIONS & RENOVATIONS COMMENTARY: I have had the time and experience to work around a lot of historical and period architectural build- ings. Some have had significant histories; Cahoon Museum,Lemuel Thomas House, and numerous private residences. From the street this house did not project that image and once it was opened up nothing except old dimension lumber was discovered. There were no neat framing elements hidden inside, there were no old wall murals or wonderful interior millwork components., It was merely a big house w/a number of nondescript rooms that had been remodeled periodically. Further consider these additional items: e Structurally no engineer would in good conscience recommend keeping the existing wall or floor conditions w/o significant repairs or replacement. • Inspecting officials would be hard pressed to accept these poor conditions. • Economically, as a homeowner who is spending a lot of money for a family home,how comfortable would you feel w/hodgepodge reconstructive work requiring so much repair to nearly every structural component in your home-probably not very. . 7 Respectfiilly submitted, V T. VARNUM PHILBROO& P.E M A R K H U T K E R & A S S O C I A T E S A R �C H I T E C T S INCORPORATED 'I r c h i t e c t u r e MARTHA 'S VINEYARD • FALMOUTH TRANSMITTAL: DATE: MAY 1 5, 2001 TO: C.H. NEWTON BUILDERS FROM: KEVIN D. DAUPHINAIS P.O. Box 922 MHAA—FALMOUTH FALMOUTH, MA 02541-0922 ATTN: RUSS BOTELHO RE: THE O'KEEFE/HOECK RESIDENCE, COTUIT, MA WE ARE SENDING YOU: X ATTACHED.' ! 'I UNDER SEPARATE COVER: THE FOLLOWING ITEMS: VIA: HAND DELIVERED 6 DATE: COPIES: DESCRIPTION: 05-15-01 1 EA PERMIT SET k� 1 i THESE ARE TRANSMITTED: d' FOR APPROVAL APPROVED AS SUBMITTED FOR YOUR USE APPROVED AS NOTED X AS REQUESTED RETURNED FOR CORRECTIONS FOR REVIEW AND COMMENT OTHER REMARKS: COPY TO: FILE SIGNED: Posy C FRc E Bac2347 • VINEYARD HAvEN • MAssaan.s=02568 • 5086933344 • FAx 5086938776 • oz)m r QUERY PERMITS: QUERY END QUERY PERMITS PENTAMATION----------------------------------------------------------- 05/04/01 PERMIT NUMBER 49600 PARCEL ID 017 012 1424 MAIN STREET (COTUI PERMIT TYPE BREMOD RESIDENTIAL ALT/CONV DESCRIPTION PART. DEMO/ REMODEL AND ADD. /9BED. /7BTH21/2B CONTRACTOR PERMIT FEE 3554.27 VARIANCE STATUS A ACTIVE CONSTRUCTION TYPE 434 GROUP TYPE 1 APPLICATION 10/27/2000 EXPIRATION VALUATION 1146540 .00 DATE ISSUED 10/27/2000 COMPLETED DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- R (N)EXT/ (P)REVIOUS/ (C)ONTRACTORS/ PR(0) PERTY/ (I)NSPECTIONS/ (H) ISTORY/ (F)EES/ (A)RCHITECTS/ (V) IOLATION/ (E)XIT t °FtrIE t The Town of Barnstable MASSsnxxsTns�, 1 .` ,0� Department of Health Safety and Environmental Services 'Eo►�'�' Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Permit no. t Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such'residence or building be;done by registered contractors,with certain exceptions,along with other requirements. Type of Work: !4Wpy&,-�0_y% Estimated Cost 1111501000 Address of Work: 1474 1'Y\Mk 5T C76� Owner's Name: �3 awtso "aer k T pfKA- CN94-E Date of Application: 1 0- 20-2000 I hereby certify that: Registration is not required for the following reason(s): r-iWork excluded by law. Job Under$1,000 F]Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR PLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARB RATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I he eby ap fo pe t a the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Name q:forms:Affidav f — - EST/MA TED PROJECT COST WORKSHEET LIVING SPACE Value (high end construction) square feet X$115%sq. foot= \,O PO .5y0.0(�) (above average construction) square feet X$96/sq. foot= (average construction) square feet X$57/sq. foot GARAGE (UNFINISHED) square feet X$25/sq. foot= ,OOa PORCH square feet X$20/sq. foot= 36,Q CO3Ub DECK square feet X $15/sq. foot= OTHER square feet X$??/sq. foot= Total Estimated Project Value 1. M6 5gLA30 For Office Use Only /nc/usionary Affordable Housing Fee Residential Commercial" Property Owner's Name Project Location Project Value Permit Number **Existing Sq. Ft. **Proposed New Sq. Ft. Fee $ h . IAHFORM 1/3/00 7MICURA"wait1 ' TabledS=b( r prougrOve Faelraw for One and Twa-Family Realdea ial BuildbW Heated with Fosa7 Fads MAXIMUM MCMUM Glazing Glazing Ceiling wall Roar Wi 8asemeat Slab g/ �'(%) U-vahwx l R value` IGvabuJ wag P fir' Pa Amp Rwalee' 1walow 3701 to 6500 Hearing Demo Dam' .. Q 12%1 0.40 3E 13 19 10 6 Normal R 12% U2 30 19 19 10 6 Normal S 129A 030 3E 13 19 10 6 ES AFUE T 15% 036 3E 1 13 2S WA WA Normal U 13% 0.46 3E 19 19 10 6 1 Normal Y t2-2 •r. .... v,• !S AFM l77i R �e •+ r.a cvn ..... w Is% om 30 19 19 to 6 ES AFUE x IS% 1 032 3E 13 25 WA WA Normal Y 19•/0 0.42 3E 19 2S WA WA Normal Z 1211A 0.42 3E 13 19 10 6 90 AFUE AA ISO/. OSO 30 19 19 10 6 90 AFEIE 1. ADDRESS OF PROPERTY: 1424 Main Street - Cotuit, MA 02635 • EXTERIOR WALLS: 2. SQUARE FOOTAGE OF ALL , 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): 5. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: 1-forms-080303a 780 CMR Appendix J _ Footnotes to Table J5.2.1b: ' Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose c „ _pace,but = oc ) area, expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 fl of decorative glass may be excluded from a building design with 300&of glazing area. 2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance wilil the National Fenestration Rating Council (NFRC) test procedure, or takenArom Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation 'may be substituted for R 38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For vL,entilated ceilings, insulating sheathing must be placed between the conditioned spacx auu LUG vcu sauia r—uji"on of�' •Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing,and interior drywall.For example,an R-19'requirement could be met EITHER by R 19 cavity insulation OR R 13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. :The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages). Floors over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door`U-value requirement described in Note b. 'The R-value requirements'are for unheated slabs.Add an additional R-2 for heated slabs. ' If the building utilizes electric resistance heating use compliance approach 3, 4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J52 I NOTES: a)Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b) Opaque doors in the building envelope must have a U-value no greater than 035. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available,include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 035). c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels, the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(035 for doors). 43 Client : 3248 2NEWTONCH CORD. CERTIFICATE OF LIABILITY INSURANCE 12/`15'/99 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling & O' Nell Insurance-- ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Agency, Inc . HOLDER. THIS CERTIFICATE DOES NOT AMEND; EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 222 West Main St . PO Box 1990 Hyannis, MA 02601 INSURERS AFFORDING COVERAGE INSURED INSURERA:Acadia Insurance C.H. Newton Builders, Inc . A/0 WEN 1998 INSURERB:Eastern Casualty Insurance Company P. 0. Box 922 INsuRERc: Falmouth, MA 02541 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 POLICY EFFECTIVE POLICY EXPIRATION L R TYPE OF INSURANCE I POLICYNUMBER DATE MMfDD/Y DATE MM/DD/Y LIMITS A ! GENERALLIABILITY CPA0057476 11/14/99 01/01/011 EACH OCCURRENCE $1 000 OOO fX TCOMMERCIAL GENERAL LIABILITY FIRE DAMAGE(Any one fire) $1'0 O O O 0 CLAIMS MADE OCCUR - MED EXP(Any one person) $5 000 - - PERSONAL&ADV INJURY $1, 00:0 , 0 0 O � OCP GENERAL AGGREGATE $2 0-0,0 0 0 0 1 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $1 0''O:O 000 POLICY PRO- 17 LOC -- A ', AUTOMOBILE LIABILITY MAAOOS7477 11/14/99 01/01/01 COMBINED SINGLE LIMIT �$j 000 ANY AUTO (Ea accident) , 1000 ALL OWNED AUTOS BODILYINJURY I$ SCHEDULED AUTOS (Per person) X j HIRED AUTOS I � BODILYINJURY $ NON-OWNED AUTOS I (Per accident) XIDrive Other Ca PROPERTY DAMAGE $ (Per accident) -. ILGARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ j ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG j$ ' EXCESS LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ _I$$ �f DEDUCTIBLE $ RETENTION $ j r-- $����' WC STATU- , OTH- B WORKERS COMPENSATION AND WC9769SO47 11/14/99 11/14/00 __ITQa�LIMITSI ( ER = .. EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $5 O 0:.-0 0 0 E.L.DISEASE-EAEMPLOYE $5 0 0`1-0 0 0. E.L.DISEASE-POLICYLIMI $500 y)000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Operations performed by the named insured as' provided by the terms and conditions of the policies . CERTIFICATE HOLDER ADDmoNALINSURED•INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Falmouth DATE THEREOF,THE ISSUING INSURER WILL ENDEAVORTOMAILIO DAYSWRITTEN 59 Town Hall Square NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE70DOSOSHALL Falmouth, MA 02540 IMPOSE NOOBLIGATION OR LIABILITY OF,ANYKIND UPONTHE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25-S(7/97)1 of 2 #17487 O ACORD CORPORATION 1988 L: v . .H, INE4T0N BUTLOERSt TNCs i!av1 i.d iN°wf; on .549 Main Rd 2H ADMINISTRATOR I (`ti _ f In acrdan� -xzth the provisions of MGL e Number S 54, a condition of Building PC—,.,,it is disposed of in a preper,y Ec::n C4.solid tithe debts resulting from this work shall . 150A; duF LcZity as.defined by MGL c Ill, S The debris will be disposed of in: Bourne ('action of i-aduEy) _nature of P.:MIL Applicant David L. Newton i /ee �orrvrra�ruuealC� c�'..11z:uxc/ut�,��i BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 0461y2 Expires, 9/19/2001 Tr.no: 5685 stricted 00 DAVID L NEWTON PO BOX 922 FALMOUTH, MA 02541 Administrator } .-- The Commonwealth of Massachuseas �i-- x Department of I.ndustnal Accidents Office offnyestfgabaos. : _ 600 Washir: gn Street Boston,Mass. 02111 . W r e okra n Com ensatio Insurance davit nae:m . location: . city phone# ❑ I am a homeowner performing all work myself. . ❑ I am a sole rietor and have no one working in any capacity /%%%%%O%/�%%%///l/////D//////�%%/�/i///%//%/O/%ZI///%O%%///%///I/j//////l%/1111AI ❑X I am an employer providing workers' compensation for.my employees working on this job. �.. :: ::::1+€ xxt.on :Br�Id:era . eamyanv:name:.... .. .....I ,.,.,:I.IiC.... ::..::<:>:>. :. . �s� �w. o-. ;:<.;:.:.. 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I .- I - I.I... ...:.:..* . .... MMUMM I , , ::..::::::::::.:::.... city. pones: >:-::. :.;:,:;:.::.;:.;;.;•;::•;;'.::.;: :... . :. .:....... . :.< ;:� ::::::: ::::>: <<' »r;>�; L) <#[:l.... ?'<;iii:i '' %it c >>` <`iY-.:..j`<? `:. .::::.:: :a ;'�r:12c oi' <'2 '%iii -%''"i'" [S''`'c;:`<; `'isi''2?as ''''''`?'` r`''"<t f `+... :,%..IX, ll�aiurs . Faihae to secure coverage as require under Section ZSA of MGL M cint lead to the imposition of efasinal penalties of a Sne.up to 31,M.00 and/or one years'finptiso--as well as dvn penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me- I understimd that a . copy of this may be forwarded to the Office of Investigations of the DIA for coverage veriftx ion. ! I do h ert: a pai s mad penalties of per,jury that the information provided above tssj .and oirect A. Signa Date ` 00 Printname David L. Newton Phone# 508-548-1353 ofHrial Use only do not write in this area to be completed by city or town offidal ' city or town: permittliceme# OBuidingDeparrtmentt ' ❑Inng Board ❑checkif h�fate response is req%dred ❑Selectmen's Of ace (]Health Department contact person: phone#; — ❑Other . . .r l rand 9195 PJ.0 . a u r MAScheck COMPLIANCE REPORT Massachusetts Energy Code I Permit # I' MAScheck Software Version 2.01 Release 3 I I I I Checked by/Date TITLE: The O'Keefe/Hoeck Residence CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached „ HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 9-11-2000 DATE OF PLANS: 09-11-00 PROJECT INFORMATION: The O'Keefe/Hoeck Residence " 1424 Main Street Cotuit, Massachusetts COMPANY INFORMATION: Mark Hutker & Associates, Architects P.O. Box 2347 Vineyard Haven, Massachusetts 02568 COMPLIANCE: Passes Maximum UA = 1870 Your Home = 1558 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value, UA CEILINGS 4873 30.0 0.0 171 WALLS: Wood Frame,' 16" O.C. 3963 19.0 •0.0 238. WALLS: Wood Frame, 16" O.C. 4948 13:0 0.0 406 GLAZING: Windows or Doors 1552 0.380- 590 DOORS 254 0.200 51 FLOORS: Over Unconditioned Space 21'80 1.19.0 0.0 102 HVAC EQUIPMENT: Furnace, 90.0 AFUE HVAC EQUIPMENT: Air Conditioner, 15.6 SEER --- - -------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans; specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate; has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment .selected to heat or cool the building shall be,no greater than 125% of the design load as specified in , Sections ,780CMR 1310 and J4.4. , Builder/Designer G1..._ ...__._ yDate 10 Op I TITLE: The O'Keefe/Hoeck Residence MAScheck INSPECTION CHECKLIST- Massachusetts Energy Code MAScheck Software Version 2.01 Release 3 DATE: 9-11-2000 Bldg. 1 Dept. l Use CEILINGS: [ ] I 1. R-30 ° I Comments/Location 1 WALLS: [ ] I 1. Wood Frame, 16" O.C., R-19 I Comments/Location ] I 2. Wood Frame, 16" O.C., R-13 I Comments/Location " 1 WINDOWS AND GLASS DOORS: [ ] I 1. U-value: 0.38 I For windows without labeled U-values, describe features: I # Panes Frame Type Thermal .Break? [ ] Yes [ ] No , I Comments/Location DOORS: [ ] I 1. U-value: 0.2 w r Comments/Location J FLOORS: [ l I 1. Over Unconditioned Space, R-19 I Comments/Location I HVAC EQUIPMENT: [ ) I 1. Furnace, 90.0 AFUE or higher . I Make and Model Number [ ] 1 2. Air Conditioner, 15.6 SEER or higher. ' Make and Model Number I AIR LEAKAGE: ! [ ] I Joints, penetrations, and all other such openings in the building I envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures I shall meet one .-of the following requirements: I 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or , I gasketed to prevent air leakage into the •unconditioned space. .•„ 2. Type IG rated, in accordance with Standard ASTM E 283, with no ,' ' ] more than 2.0 cfm (0.944 L/s) air movement from the the 1 conditioned space to the ceiling cavity. The lighting fixture I shall have been tested at 75 PA or 1.57 lbs/ft2 pressure 1 difference and shall be labeled. 1 VAPOR RETARDER: [ ] 1 'Required on the-warm-in-winter side of all non--vented framed I ceilings, walls, and floors. I I MATERIALS IDENTIFICATION: -+ [ l I Materials and equipment must be identified so that compliance can I be determined. Manufacturer manuals for all installed heating I and cooling equipment and service water heating equipment must be I provided. Insulation R-values, glazing U-values, and heating and 1 cooling equipment efficiency must be clearly marked on. the building I plans or specifications: I DUCT INSULATION: ; [ ] ( Ducts shall be insulated per Table J4.4.7.1. I i DUCT CONSTRUCTION: [ ] I All accessible joints, seams, and connections of. supply and return I ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to- the I manufacturer's installation instructions. Mesh tape may be, I omitted where gaps are less than 1/8 inch. Duct tape is not I permitted. The HVAC system must provide a means for balancing I air and water systems. I TEMPERATURE CONTROLS: [ ] I Thermostats are required for each.' separate HVAC system. Awmanual I or automatic means to partially restrict or shut off the heating I and/or cooling input to .each zone or floor shall be provided. -- I HVAC EQUIPMENT SIZING: [ ] I Rated output capacity of the heating/cooling system is I not greater than 125% of the design load as specified I in Sections 780CMR 1310 and.J4.4: I SWIMMING POOLS: [ ] I All heated swimming pools must have an on/off heater switch and ^, I require a cover unless over 200 of the heating energy is from I non-depletable sources. Pool pumps require a time clock. I HVAC PIPING INSULATION: [ ] I HVAC piping conveying fluids above 120 F or chilled- fluids . , I below 55 F must be insulated to the following levels (in. ) : I I PIPE SIZES (in. ) I HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25=2" 2.5-411 Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature ti 120-200 0.5 1.0' 1.0 ,_ 1.5 I Steam condensate any 1.0 1:0 1:5 2.0 I COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1:5 , 1.5 I _ I CIRCULATING HOT WATER SYSTEMS: [ ]: I Insulate circulating hot water pipes to the following levels (in.) : PIPE SIZES: (in.) i NON-CIRCULATING I CIRCULATING MAINS & 'RUNOUTS I HEATED WATER TEMP (F) : RUNOUTS 0-1" I 0-1.25" 1.5-2.0" 2.0+" r 170-180 0.5 i, 1'.0 1.5 2.0 140-160 0.5 I 0.5 1.0 1.5 1007130 0.5 I 0.5 0.5. 1.0 ----NOTES TO FIELD (Building Department Use Only)------------------------- n I 4 ' -.,„Z.a..r��.,r.� .Cy. ,�„r.crr-H?"bob--k,..d':�,4 "°"y`'�i't1/`;�'�i'+�Y'�-�'�."�iF�R'Y'.r el"',�reiya`:�aJ�^fJ+""�- cFh`�fi�"�*""'Ki�vh►+r:. S.�' THE The Town of Barnstable BAMRrABM Ar"& A��� Department of hR ealth Safety and Env ron ,mental Services Ec rao, Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790=6230 Building Commissioner PLAN REVIEW Owner: (D Ke e f e -- H o e c K Map/Parcel: 0 1-7 — 0 f Project Address: / q,�`I n'j'7 I H S f Builder: Neu 7m ,-Sol lo(°,3 C o+u I+ The following items were noted on reviewing: Rkuj -rouyid(+4i6 kAs 4a ca/v�yfu ( ,) 4 r � �Smokv- de4o'6--s' -,?o., -(�Oykl 46 1�1 h n vav vvi hA(,)P- 4n lbe- r1::)MQ Please call 508 862-4038 for re-inspection. -V ,k,e,- -Inspecte&byf: '-A�612V Date: ( � f o� !G'V q:building:forms:review �:: ��� ,i. �� a �� � � � � \ �� �� �, � , % � - \ - a �.� �' � ,► .i ,, ,. ; �.. � �;, � �;. „',� ; -� �=t>`-z �l �t � j .. j' ) "mil .. '� \ �.'� e � � `�� �' .,� r �� � ,� ,\ .z:> `�. � . .., , � �._ �� �. ___ ;Assessor's office (1st floor): �f / �F7MET0 Assessor's map and lot number / '�>!/N Q.. �♦ • y Board of Health (3rd floor): `` `79�--'Y d Sewage Permit number•....... � :.? ...ar..f�az64J. Z B9Hd9TODLE, i Engineering .Department (3rd floor): /`��,� ��$ 'otb39• \0� House number..........................................7 war a Definitive Plan Approved by Planning Board _ ________________ _____19-------SEPInc+ a ■M(j$T 0 APPLICATIONS PROCESSED 8:30 9:30 A.M. and, 1:00-2:00 P.M. only t. �' Ci�tYIP�.� ,.,'� L, Ak PflVd"f- i N. OF BARNSST 4 tiUTITLE o : P,;J �� A.coE+�so,r�.e�o�o ,� es UILDING, I N S P E �' .OI���u�►��© � C PPLICATION FORMRMIT TO �✓ �'�C/�G' f ,.. TYPE OF CONSTRUCTION ..... ..............f.... !' . ...........:.:..............{....:........................................ ........ _19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a "permit according to the following information:. Location ..? .. /.... .......... ............. o 6t/L OI - '"L S�. UPIa..........5.�:..'........ .......... ...... .........C� t Proposed Use ... ...... ,... .. ..&4..M........... ......................... Zoning District ...:.....................:.. Fire District w � .................. ...............t.�............. ..................................... Name of Owner �� .1�.�....... iQ //: -�'...................Address or../..2:..../1...✓..5.�►.�1....1 1¢Pe�.� .... / / .. 4. ..... Name of Builder /'. ...:.:,. !`!. .......................Add r.ess •.1�. ...�— .vN 5......s ....:... Name of Architect ..........Addressi➢in/ ......... ft !! o v f el!4. Number of Rooms .'...............................................................Foundation ':. !�� ,v.T.....r� 4. . .:......,..,................... Exterior ........................................ ..................;.......................Roofing ....... >hr,�.t.�:./...C�................................................ Floors Qo.cf±..... G:...7 ..1it.................................:.................Interior ... � f .../! o.G.lc.......................................... Heating ....lf ?.?7.... u!!!1 .................. ...........................Plumbing ..... ....... . � � Fireplace .................�....:...............................r......:.....................Approximate Cost ..... ...... . .�............. .................. Area .. .1 ..7..z.�.............. Diagram of Lot and Building with Dimensions Fee 403 . OCCUPANCY PERMITS-.REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. , Name . ....... �..- ... 67-1 o' ` Construction Supervisor's License ....................7 .....•• PAPPAS, ARTHUR 32.474 �Jo ................. Permit for . Add.. i.Qn............ Sin le Fa"�' Ag.............m:a � ...A. �7..�z.nc�....... Location Jq.Q.t:..#.-.:24...-n'.'..AAA24. M.a.ia..Streefi , ............... ..... ... ... ......... = Owner A).tladS.'. Type of Construction F.r•.amac' : :.................... ., C a ....................................... Plot ....................... "Lot .................................. Per;ii D ran ed ..... ..............19 88 �� . .........................! . Date of'Inspection ...........r,9 Date Completed ........ `...................19 10 W fu t" x „� Assessor's office Ost floor)- 0*1 E Assessor's map and lot number Board of Health (3rd floor): '7 9 Sewage .-Permit number .... . 1-.9a,...7.-.,..I.,..l..... 1 & • ................... BARISTABLE. 1 Engineering Department (3rd floor): MAX& House number ..............................e..... rJ.S...... t639- .... .. ........ .. ....... .. ImilkP'I Definitive Plan Approved by Planning Board --------------------------------19-------- - APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE I L D I N G INSPECTOR . .APPLICATION FOR PERMIT TO ..... ..........................................: .. .......................... ............k...................... .. TYPEOF CONSTRUCTION ..................................................................................................................................... ................... .........................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location. .......... .. ........ . .. .............. ..... .77........... .. ....... ........ ....... ..... 4 ..�,....�...�^..€....� j a e Proposed Use .... ................................................................................................................................................. Zoning District .............................. ..................................Fire Fire District ........................................................ Nameof Owner ...................Address ................... .......... .............. ......................... �CriA ff Name of Builder A:%,...... J..................................................Address ................. ........ ............ Name of Architect ....... .. .. .... .. .........................Address ...... Number of Rooms ..................................................................Foundation ... ......./-f .... ... . ...... .. ................................................ Exterior ....................................................................................Roofing r'.z ...... .... ...... ........................................................... Floors ... /C7 ......... .....................................................Interior ............................... ................... Heating .... .......................................................... .... .... ........ ................... ...........................Plumbing ..... Fireplace ..................................................................................Approximate Cost .................................................................... Area ..... .............. • Diagram of Lot and Building with Dimensions Fee ......... ......................... OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ........................ ............ ............................................. Construction Supervisor's License .................................... PAPPAS, ARTHUR A=017-012 s No 32474 Permit for ADDITION .................................... r ....... .Ingle,.Fam 1-Y... Location ....LOt...##.12, 1.42,4,,.Main Street ........................ t....................................... Owner ......a);.thl.?r...Pad?j?aS.......................... Type of Construction ......F r.aMQ....................... ............................................................................... Plot ............................ Lot ................................ Permit Granted ........1)eq.emb.e- X ...1.r....l9 $ r. Date of Inspection ....................................19 Date Completed ......................................19 4'Asse or's map and lot number .....,a�A....... .® � t SEPTIC SYSTEM oFTMero � r✓isJST BE .. ' INSTALLED yy_ ALLED !N COMPLIANCE Sewage Permit number '................................�.l.....�........... VhITI-I ' ARTICLE II STATE = 88Ha4TeDLE, House number .......1424 SANITARY. CODE AND T ra Mae& REGULATIONS. °,o,i639' . 'EO MAI M1 TOWN OF BARNSTABLE BUILDING, ,INSPECTOR APPLICATION FOR PERMIT TO .s�..G �1.7 T1S�..........................:........:......................................... TYPE OF CONSTRUCTION ...........Wood frame (4B)........................... ....... ........ ............................................................. .................. M..... ..............19..79.. ,. TO THE INSPECTOR OF BUILDINGS: ' The undersigned hereby applies for a permit according to`the following information: Location JA1 4.,Main Street,,..q;tui.t...(Lot a.Rushy„Marsh„RQar ),,,,,,,,,,,,,,,,,,,,,,, .................................................. ProposedUse ......Private.,Residence................................... .......................................................................................... Zoning District ...17................................................................Fire District ....cot.IAI;......................................................... Arthur Pappas . Name of Owner ................... .............................................Address .�.��..A,�. C�..k�QdS�.r..�'17.lt,RT1"..M....................... Nameof Builder ..NOW. ..........................................................Address .................................................................................... Name of Architect .................Address .161.1lain..St...,...Ya=L1t11..PO1.t,,..MA.............. Number of Rooms Foundation Poured Concrete ................ Exterior .:Cedar..Shingles.:.................................................Roofing .....2NC.11NAThalt.................................................... Floors Wood fram2� Steel„girtS ....Interior Y r.,plas�x:........................ ............................... ...... . ......................,..... Heating EleCtrlC................................................................Plumbing ...C .1; x: ...WC.3%,Mte ................................:....... Fireplace Ma.S�2??�........................................:...................::...Approximate Cost .....$250.,.QQQ..OQ.........................Meo Definitive Plan Approved by Planning Board -----------_-------_-----------19________, Area Diagram of Lot and Building with Dimensions See acccupanying dwgs. Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH C � T I hereby agree to conform to all the Rules and Regulations of the Town of Barnstabl regarding the above construction. �� R Na ..`.:."' ....... ... ... ....... Pappas, Arthur 21632 move and add .No ................. Permit for .................................... to dwelling ............................................................................... Location ......1424 Main Street .......................................................... Cotuit ......... .................................................................. Arthur Pap Owner ............................ ............................. Type of Construction ......................frame .................... ...............................................................................Plot P t (A lo ......... ................. Lot ................................ 4� September Eb " 79 Permit Granted ......................... .19 Date-'of Inspection ............... ... 197 4� 19 Date Completed ........ ... .... ....... PERMIT REFUSED 174 Ir ................................................................ 19 P, ............................................................................... r tO h ................................................................................ ......................................................................... ........................................................................... Approved ................................................ 19 ............................................................................... ................. ............................................................. Assessor's map and lot number '%. _ ' ti CF THE r0 Sewage Permit number .................. � ....... `......... ��P o+► Z BARNSTABLE, i House number `24. ro rasa p t639. `00� TOWN OF BARNSTAELE BUILDING INSPECTOR APPLICATION FOR PERMIT TO '.'-`.�:.� ::::`'"`" , ............................................................ ... ..........................:......... TYPE OF CONSTRUCTION .......................:..:.r 1-'... � �......................................................................................... ...................:.:::r...................19...:.... TO-THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ..'. �` ..ain Strpot. Cntuit (Lot R "amhy,j.'!arsh �?t±t11.....................:........:... ProposedUse ..... ?zlVatca..^`' i[es?C .................................................................................................................................. ZoningDistrict ...RF................................................................Fire District .... ............................................................. ' Name of Owner ..........................:���:?........................................Address .l 5; ..A1 fT-eaA '.^=r.:..ts;l i n., :.............................. . Name of Builder .i70n..........................................................Address .................................................................................... Name of Architect Br"n n Tlnc?rntiRi-. Tnr'.:................AddresS . : 1 t!lain fit-_ ?ytq Number of Rooms ...........Foundation P?�a con��'- ....................................................... ................................................................. ('nri�Y r• S _ 3 Exterior .. J1..IIct1eS ...Roofing .....2-0 A5C`1a]t ................................................................................. .........:..................................................... Floors ..= Lru—s, st-1 rTirt3 Interior .....V-n-f`" Plaster ........................................................... ,. ..................................................................... Heating ...................................................................................Plumbing ...r'` '' r.......t'`'.':':.eta......................................... - 1 Fireplace :'."v .........................................Approximate Cost . -,I -nnri-no ' ........................................................... Definitive Plan Approved by Planning Board ________________________________19________. Area --��' ^ .....`: . '.. Diagram of Lot and Building with Dimensions rem accc:Tpar_yi.ng &qrs. Fee .... .................................... ..... SUBJECT TO APPROVAL OF BOARD OF HEALTH .�9z, I j1--4 �Cvx r A k I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name �.`." !...............�.�.....Lr'��""'��r:��`..".�............ 21632 move and add to dwelling —.---..--------------.-----.. ' � Location .............I424..��iu..3tre.et_____. ` ----.---...���9��—.----------- ^ Arthur Pappas ' Ovvner ----.. .. -------. frame ' Type ofConstruction -------------- ^ ' ---' -----' ' L/O .- . .~. Se ember 10 79 Permit Granted ........P)/.,...c................... . ..19 Date of Inspection . ' . . 19 -_- Completed_ ............................... � ^ PERMIT REFUSIZ . _, l9 ` ----.:' ................................................ . �� —''' — rVA . ` . � .—... . ..._--_—.. U - ........... .......... ............ --. ' n Approved �......... � . ������������ « ' ' ----..�t���—.��i--.. ����� . y « !. .................................... ' ' �'`' THE COMMONWEALTH OF MASSACHUSETTS ORDER `. k +�. WETLAND PROTECTION ACT ,.,. +,t G.L. CH. 131, S. 40 ,OF BARNSTABLE .-,, FILE NUMBER .......SE....3-42.9....................... ' ' Mr. Arthur Pappas M krTo Name .pp Address 154 Alfred Road s: same Milton Mass. } Recorded Owner ' w ................. _. ............................................................... ...... ......................................._ LL . PROJECT LOCATION: CERTIFIED 112AIL NO.,.,,,, ` t` . 1424 Mains Street (Rushy Marsh Road)', 'Cotuit.,, Mass: . ., :Address .......................................... . .... .......... .. ....... ......................... .................... .. . ........... Title Reference, 'Registry of Deeds; Book .. ' Page .............................................. .. ............................................................. r " Certificate (if re�•istered) � ......... ' h and a� slio�n `on Town �f r Barnstable Assessors Map ` Lot ` 17 12 s' °kE.,l, 4�r REG;AR ING.. 'iy z 4 i k Notice of Intent datedrecNodv mberg29 g9,918Dite of Ilearing! :.` January, 23, ' 1979 . r ans"entitled "..A) Site Plan - scale l 30 New Residence for Mr & Mrs Arthur a a P] ...... �...: It Pappas 1424 Main St' (Lot "B Rushy Marsh Rd.'-) Cottiiit,. Mass." �.. ski:, P... .. P Y... om a lan re ared b property line data & to o ra h taken fr 1? y IiIJ nr y + ,+ ar s n George Low & Co; So Yarmouth'; 'Mass 4`, =da'tedi June 23., 19'78k i wrr' B "Pro osed Gradin Site Plan scale 1"=30' and "as above," e' r ;° .. ................. ........ P 9.. ?Plans dated ...........................................A) Dec 28, 1978 B) Undated` ` �R l nf, ` Stamped and signed _by A) Alan W. Jones,P E and Brown & Lindquist, Inc Architects - .... ... ....... - ............................................................... .. 4 q , B) Alan W. :Jones '' S :.r i,' 'P: 5 -+u -- 4 ;l k r r �. •a ', a• i Y.,.a.r .................................................... , 11 ••} t THIS BORDER CIS ISSUED ON ;�r January 31� 1979 ,, .............................. - F ikr PtuY halt to tb-Q a.uthori±v of (3 L. Ch_1.`31 C' d!1 1 n 1?A ,NJT1�iI:LE �'riL�N6ER T � 1ri r vA.IO'V CO PII�_ h SION."has'coilsidered''y��ur Notice'of Intent and plans submitted therewith, and has determined that ; t' the'area, on which. the ..proposed work`..is=to -be -d0`ne-is- s1gn,1'ica-nt-.to -one--or more- of- the interests *t described in athe 'said Act. The' BARNSTABLE. CONSERVATION COMMISSION hereby orders that az; d t the following Yconditions.lare riecessary;'to.'-;protect`sald�iiitercats and ii`]1 work shall be, performed in �d f �q strict accordance, with them and with the Notice of.Intent and plans identified,abovelexc`ept where y t such plans are modified by said conditions fi ll Y r 1 i F t.Failure.to comply with'-all 6ondition's 'stated herein"',''and with all related statutes and other regula: -aor measures shall 'be deemed cause to,,;) evoke or modify this Order. 2, This Order.does not. grant any property rights or` any ehclusiv'e` privileges; it does not authorize Any injury to private property,:or invasion of private rights '3 This Order does not relieve the permlttce: 'or any.ot]ier,pi rson o'f t}Ie necestiity of complying with all, other applicable"federal; state; or loea'1 statutes .;ordi,,ailce`s, by-]a��'s>and/or�: regul��tions l The w.ork;:authorized. hereuuder shall be completed::.within, one,'(1)" year`from 'the date of is { Order` unless is fo`r a .maintenance dredging-p'roject subject to Section 5. (9). 'T'he Order may be.extended by the issuing authority,for one or more additional one-year ,periods upon application , Yr;' .to the'sad'lssuing authority at least thirty (30) days prior to the expiration date of the Order or its extension r tr r+ �xt �1Swe ri„` r .2�1 "`#'} T_ � -,.d 'S' h n " ",qx: v r& y `.r s 2 7 rN , ri..°. 5 .R �." .,"t. _ t ,Y; 7,..A +t er yad:7. a y o SKr ¢K r ema. •;;, N la)k' fi r ti+ 1 s 7P+t £t• yam' S I; J i( `_, ,.A,CONIDITIONS CONTINUED FILE NUMBER ._ SE...3 429 « 9 1� ` * S An�4 fillu used in .connection with this ro ect shall be clean fill containin no trash refuse { ter x , t,M A f14 1r F' rubbish or debris, including;`without limiting the generality of the foregoing: lumber,, bricks, ,� . trr , , , i!plaster, wire, lath, paper, tires, ashes, refrigerators, motor vehicles or parts of any of the fore µ. J,,, y, 4't' t oloj br�4}t,0 �_ .: y f �'. '6 1 r �136 NNo work "may,_be commenced until all appeal periods have elapsed from the Orden of the Con , ." , servation Commission 'or from a final Order by 'the Department of. Environmental Quality En ', +i L "Iqj �' s 3?,"-wgineering , ice_' ' V 2 4a, }y`$ `� _Isi. �y r , -rkYa r•{`+ 4 +. ": , ..r , r �' R.ry=c `' t r4,3! tr,r 7 .7';No,,swoz�k "�sha 11��be, undertaken until�the`.Final LOrder, ;with-:respect to the proposed project, has , ,,n ,-I - $„*4 i�;i-��,R be"en'recorded in the Registry.of Deeds'for'the District in which the land is located within. the — n�' -s S'ti,�;chai4i 4� f title of; the; affected property. The Document'. number indicating such recording shall o =, I. r x'+w a a ' '4,'it + ' 4� t , � be ubmitted on.the form at the end of:this order to the issuer of this Order prior to commence I s�!5 '","Ftx+' dment bf work K f'7 11I� 4a �.J'? 7 4, {'. 'R a E 7.: `rI 1' rf 4 � �; '`' ==>8f et�bcahanll bh_displaaB d al Ta sachus tts 1De artmentro ofq Environmental oreual toneeneer nre x gsg ,`, p Q y g . �"�b - ";' � Number and. a coop'of' this Orde• ah'ali be"available a.t t? z site. f Y r+ ltA <g �1Vhere tk'e,Departm�rit of Environmental',,Quality'°Engineering is°requested to make a determin ' a" a ,' { ration j4nd to issue a `superseding .Ord'er;'`the Conservation Commission` shah be a party 'to all 4 S�F S, ;h� Y � 1 F• t , V,' ,, ,R�A7. t agenev proceedings aria hearings before the Department. y�,&IA k 4i�i4 r bt�, 4} , r: P+ r t c `° A��kfdrr'I£t Y6 r 0 t f R '4� �r d ^�:. - - . lOPrior to any work being done atahe site, all legaladvertising bills incurred by the petitioner � '; `� ; '4�Y in relation to the Wetlands Hearing held on ,this project shall. be paid. s'+r; .�p,. fi;f{�k rs!� 4"'p ldFy 1��: t ,� ,),r n }.: r� > rfis11 Notice .shall be.'given to the�..Barnstable .Conservation ��Commission .or Conservation Officer no ;. �,5a �'� 7��, c {{)) mitre than two weeks. less than two ,days prior 'to the commencement of the work. y fi`,4 , ,� ask v w' .a ti '�. I;i�F'ds jf 4'uf,��"'�k'?,,( aP+c yt ya?�},'} �'yC "'� ,:'ti s�5i h +„y ti- ( {17 r '� 7 nf't,�y` 1. ry 1 .....» ._ .. ........ .. ........ ........ ... .. { 'y (i l 4 ,Cr ». .... S'bA wA�r�� `fit xd y�'`i Y } . smr, ,,p tj4q Exoavate4l` material is to be disposed �of ,away from banks. �'�s�,b�r..I-}Art (r'w"t� /=p��r Fz "� '', }.;'eR4� ' ,,� -„ .,. .. - t i y f, :, r w�} reinporary retaining walls are to be used to prevent erosion during construction. ! ,r+ .* x� . "'( �� t "l'ti�a "�n'`tF 'lf7"IvtC r".:,: f ) +:.,• .t r.:' '.r, "1" :. §,, j P , ,;' ` {,>4w'.t`165y�All}'disturbed areas are to'be revegetated following .'construction: Areas stripped of `vegetatilon 1 '" 'K 4 ',,`� t`,'`}<,%Fir}� . uring+eonstruetion' may ,NOT be left unvegetated or unmulched for more than 60 days, unless � ' t ,,,WIT` r ys ll, , er erosion control.'measures,have been provided for herein — R �'4', a, There shall be maintained".^a"'buffer strip.pf natural_veLyetatioa No work beyond "work limit" a as 1"'01 3 ay as es1104Jn On above cited plan _ o , 11 : rr " .M F s, rE`�uirEd"l� seC� h l g q V _y ec 30 `{3) ot-Wetlands"-Regulations 'promulgated,under:riass: G L , t '� M ,. �...�_._.T_..__ ,ss ?�,7.Iti�,,7�k� ;;Y�l Ch �13 sec 40, ro coastal engineering stru ureinblud ng,— but not-limited to, q,'' � s,?+ 12ulkheads, revetments, ,or seawalls, shallFbe`permitted on the bank at any.,tim6 in a +�. „"� ° ,a�, fie ..v} .i. : x. x, , 5, a iwf E Aga } ,',} ` fi rthe future to pxotect the pro3ect' allowed by triis Order. - s a 4 d u= . �i"{5t�. ,y�'3<,� i-$af�.r�k '�4ry 3. t,4 'y, r x r 4 ,� ':,, ",# o y ? , 'Ye k,�r r k E.q i l,fJ, ti Y , T.; .. :,, ,. t t o ila"P, .fit q; ?- 0' e`,tic s stem is to eonf6rm 'with Town of Barnstable Board of.Health' Regulations and Title V " ` ;, p y g Wa Ate', 'p f. 11111et�13" sp4'C fiC811y ordered °otherwise herein a �+*r `21, Liairi�ediately ollowing',completion;'`the project'rshall be certified to be as per these onditilon sand' s> rfwr ,x=, " w,;,f1,te,t}plaris, ,in {ivriting, 'to;;the Barnstable. Conservation Commission by the projectnginee i t 0 " ' rNvho shall,be registered in the state of Mass.: '� V'al r�Y rIrY13�1,'1 H`e ;;y: 17, w"\ r t, " ;rj f �`k"P,k V R � `Y Upon'certification by:the pi:b�eet `�._....... En...neer , 'the applicant' shall forthwith `; r. r ..». .«. ........._.. tY Ct ; g, that a Certificate •of,Compliance be issued stating that the work has been ^,' x 5I s s j''d P^)rn,� _ P f' , �,),, k ;/ request, an writin Vergq,}, ra k` satisfactorily completed ,, ' 22 Copies of;:all other permits 'obtained,in connection with this project, and.a copy of the.certified „i t " c ,,, s foundation plan;"as prepared for the Barnstable Building Inspector, shall be delivered to the E'^tx' a " "� } ,10 g,r: BArnstable Conservatio# Commission as they become available. °fi t kyy Y:_.1r � 1 ' r !1-', r., Y,r t , -,.i. :. .�: .:-. ,•. .� ,f�i. �1, , zq 23 xN'Vgrk shall also".conform,ta Order issued under Article XXVIII of 1the Town -of Barnstable i t y� ,} 1., ` , r i V + 1,, v 'f 4 W s, � ,x f-0X.haws r ( - `�( , '��al 2� W,�d t y,y ��. ti ,r1 ,ky/f '¢k + 3 A� a + r , i ; l _ ,�ze > +}t4,1" tt,y�p"�k �+4�=�v�,F)4). dab Yy�h��t41�( Zi y .r = x n(4 r}5 tT �p'1 ',t'� 't} h� YF T f x 'R j $d afskn a h.4t ,cF+ f, 1 Y h hi r tt r l r rt P ;r 1 3 n s 'r£ 1 Se<5 ° � f 1 .): r aui; a r..M"r ,�, - »-.fir^ ,.c.-aC ' 3 I.4. k — .. �, e S 'y a "n a ry i air P w u ry e b'u , K ry v rr y r - r �f: yyrr.. f I. i`.,f! 1. m a',- }� y - ,qt, P.,1—.,-�.�i;���.!.,�,,,,:. �0":,.S,,;�l .,t,,t i��,�-i�l l,I�!—1:.,1�,�i,1:'"'1,,,''I.��.I:1.,,,�i....,I,.,,-�1,I,''.�.,�._�'�;,I,,',.—.,I1,,.-t, m 'wk, CS'u M t v.v �. �J,- y s�- 5,7, t , .,j s k J:.i� xi,. . y r , a 4 r",'{ <* L . i 9r i` . a _ ; ? ,�* aCOI�TTIOIv$rCOIdTINUD N FILE UMBER SE 3 429 „w }tl >S ni L6'�t x`�3'µ Y 1 n ,. - qI 1I a ^: @ at �y !, ;u Tte applicant, al,y person aggreived by this"Order, any owner of ]and abutting the land upon i� .L "'P vhleh the proposed':«ork is to be done, or any ten residents of the city of town in which the land is ,,."!,,.1�-,I,.�1":,�1.��.,",S,`...i,,I�1",lj-`f";i,-li,',.l�,,.��--4,r7 :located r are�hereby::notified of,their.right th appeal this•,Order to the Department of Environmental +' X"" P - €fit Quahty;Engineering; provided:the-:request is .made in writing and by certified mail to the Depart- ; ; � � I �;ment.Ybf�f�Environmental Quality..,Engineering witihin ten;-(10) days from the issuance of this 'Order 1 .'JF F'C' �a. i•, , t r, ix t n s, rt r r 6n i.�` o.,�tr. `rr4 -w iY7' >'' @ c„t 'a t k i 5_�a�,.r✓7" y�Yis` 'c o'-.41-1. fk R ,_r Y _ ; ,"i :,ry`a(`X t R tty4f l ! 4 •+5;.i >f�: n`rl '. 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Kxr 'z. tSN, ,9 7`rs:iti ;rs t.s r<tr q .f. ..S j K - `. � I `Y `;t}Detaeh;:' Dotted,Line'and Submit to.the Isci� r of tt„ ni per P:I �� ^��, e 8 or.�„ vvii2iueiiceYlent 'ofe�'ork �_% , t i k',,�1 r 1 1084 '9�3 r '' ;r .. " ).,,;8 r Lt. i w 1:t a rs �k t-e Nr K }l ,utt _, l�" �! h :Y 4 '� :,� f:i �k. 4 T�. i "_ }! t 4 t rt... ,� F.• r1 ,. t ni - t e ti w t tS To ,Barnstable Conservation ,Commission (Issuing Authority) , rP yr ; fi># e d r, t t.k 4 t o a- ! _I f t 5 i "1irYY j( S � f .4. "! i1: x _ f .: ' 4 L'5 ,, - Ir'I, _ SE BF ,�,DVISED THAT: THE ORDER OF.CONDITIONS�FOR THE PROJECT�AT hi f t Y . c + rL , i tt FILE NUMBER HAS BEEN RECORDED AT THE , 9 +` 7 �'!+, Y t /A t t I S f� S , Y' xl 4 "' rx,4t " -6 3 `�. "� it y, " s t '5,. rAyY kl !i�xISR�k ` 4 1 O �+ $'_ �(_,,,; L, , �. tF�W',r lsrk,)'?, i r f,,.J9r i 1 5 S f Jt if i , 4 t � t L.,,i 13 ( 1, +k„, 1, f h e✓a �d fly . , b rii ft °1 e s b+ rr J,. i t" _ " 6 i �`ri ft� r 1RY 4iy rFI�N� IDI�'1D+) l 'si +,�`{34 la++Jk rJu'��'°e tr. axsr P t J t1 1y J ,,.:r �.ii rot yt r1 q. i tea. �y rt !l t n -� t f:4 e C` 1 ),. l a +� i ', 7`. t { iI i t�'` 1� ,� ,nT' r Yx�v'fb }14 ti:d t i rp l.,. ,- . . 1 S a", ,3,',���i If:'f6corded,land,"the instrument��numbe ion is th t ti . , # g which Identifies this transact r ra.- 5, ! �t�t -If re Istere land the documentPnumber h identifies this transaction is ......... ......». ..._. � 4r > s d A• 1 + ! t4 y qd 4 : >- e 5° h ! fi T P 5� ` ¢t.� 4` +tr M I"" �r, a� { : ,�� i l.r't i t _ _i :! N La� ; r { 1 i i 4 9tN t tT p #-�7 n ;i. :k r 1 Js Y5 is Jir: 3. •. 'kf f s. xJ p ,:1 zr+f 4 ...r,r -..e fii,- .1:.t5 , .� tr ";.y �,,�,�' wpk#f1),v ft.} �;V I- , � '7 . 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S f „v F\ �� S main —3� lSUlcl�iL4 729.30 / (33' Wide - Public) - N 49 5230- E / = 52.31 — qV stock .r a 123.95 °. 0 \ lO'MIN• p 00 O O p C VENT Li \ o 3 / OF N 1 \\ I looX ResenYe 1 '2 A 81' \ TO t L TVs HOLE / HOLE in tr �1 000 •. ,1�\ � � j•A pTIC I �p'sl o /' 3� 1 \ O \ \ i SYjTer.s•Pr p �S.`. Oft i Al } R O 'O IR —` eel —20— '•�\\\\ \ I I - \ \ 0 \ \ ` \ \ ` \\\\\\\\ I loll ) •. t\.. � 2 . \\\\\�� \\�\\\\\ 11\\ \ \\N\\\ L�-[1\ f °�°' ” PLAN VIEW -_ Scale I"= 30' y: TEST HOLE EL. 30.5 p p LOAM oRM. COARSE SAND`IO SHEET I of 2 YR S/-3 , '41� YWL: 14. ZR sip ARSE 4 SITE PLAN y'`• SAND10`IR ` c. LT.ve�ISN 81�1.►. PROPOSED SITE IMPROVEMENTS,-.' coARSE sAtvD iovR /y` AT 12a►' 1424 MAIN STREET TEST 4-IotE Fay S.c,Z, " PATE: AUC+• 31� 2-000 COTUIT , MASS. NO GROUND WATER FOR JAMES HOECK 81 TARA OKEEFE SCALE; AS SHOWN , DATE:AUG. 31,'2000 SULLIVAN ENGINEERING INC. OSTERVILLE , MASS. ' 2000y • h. f a - i i r t i '1 l f. WINDOWS.. WS TO BE yw`wwa,.:r w.. AMMh pv. yd a.m. FILLED IN •' .aa...wt..+w`ww 1� Mnxr wWx h arm.,.. r +.y.+vrt r �114, vwo wpRr ti„wn, m"4 v rwp+vn .wxtr. Ayr' wxµxYau - f • �l WINDOWS F 6. TO B E _{ tool sown • a. r : r �:a t WINDOWS w TO BE ...+d§*ww^�+wmmn,Wmax• a rOtlW^».+aw,.....aw. w^+++aNsw.ro�mrosa«^•a+Suerseu+�xw«w+*,wxae+u'�+searw.a. yw yam+^ '' Myk+••+wwa« wzrm.rwnen..wrv.» Mm'w" - - REPLACED LANDES KITCHEN PROJECT' OF-SIGN FIRST ICI�C .I��F� 1212016 M