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0005 PAANANEN CIRCLE
m i I I 0 i 0 1 UPC 12543 No N4STIN08. UN t �`HE Town of Barnstable Building Department - 200 Main Street BARNSTABLE, # Hyannis, MA 02601 MASS. 9�A 1639. , 15081862-4038 rFn nnp�A Certificate of Occupancy Application Number: 89288 CO Number: 20060147 Parcel ID: 111005002 CO Issue Date: 11116/06 Location: 5 PAANANEN CIRCLE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: VACANT Village: WEST BARNSTABLE Gen Contractor: SOULE, JEREMY Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: MBuilding De artmen Si nature Date Signed , ,... TOWN OF BARNSTA!31,h . BUILDING PERMIT ..= � PARCEL ID 111 005 002 ,_ G�Ea;ti ID 3803 ADDRESS 5 PAANANEN CIRC Ef t �, PHONE W BARNSTADLE zip . - LOT 1 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT WB PERMIT 89288 DESCRIPTION CONSTRUCT NEW. SINGLE FAMILY DWELLING PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: SOULE, JEREMY Department Of ARCHITECTS: Regulatory Services , TOTAL FEES: $1,799.59 BOND 1f1E -00 CONSTRUCTION COSTS $399,900.00 � 101 SINGLE FAM HOME DETACHED. 1 PRIVATE ]4.0- +> BARNSTABLE, • MASS. 1639. BUILDING DI IISION BY 1��r---�a.✓ DATE ISSUED. 12/27/2005 EXPIRATION DATE r `TOWN GE BARNSTABL �. �`.. BUILDING, PERM A' ,. PARCEL ID 111 005 002 P,' GE=B DASS � ' 386,03 � { ADDRESS 5 "PAANANEN CIRCLE ;. ��"► , ; PHONE W BARNSTABtE Z 1 P LOT 1 BLOCK " - LOT SIZE DBA DEVELOPMENT DISTRICT WBT `-`:� PERMIT 89288 \ DESCRIPTION CONSTRUCT NFW SINGLE FAMILY DWELLING PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BL'DG P14T 'CONTRACTORS: SOULE, ar EMY Department of ARCHITECTS: �,Regulatory!services , TOTAL FEES. $1,79$ B1jD .00 ?, CONSTRUCTION COSTS $399,900.00 - r 101 SINGLE FAl'i HOME DETACHED 1 PRIMATE '0 BARNBI 'BLE, • I MA9S. = •� t 039' r - •BUI L ING SION` BY -=--_DATI� ISSUED 12/27/2005 , EXPIRATI03 DATE ' r THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS 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- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE. ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT. IS VISIBLE FROM STREET I BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS S-6G'r _ p p, 2 �'\ � 2 3 1 HEATING INSPECTION APPROVALS ENGINEER G EPARTMENT Gk i s f�-4a 2 V j Gj,-� Lp 1 BOARD OF HEALTH 214 -S I III Ub Qed cmf 04/ OTH R:„/t'Ji DY9R.ti5/ r�/ �F{pT SITE PLAN REVIEW APPROVAL -- u 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. "A NOT STARTED'WITHIN'SIX CARD CAN BERRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIVIS ISSUED AS " TELEPHONE ORWRITTENNOT?,--A- TION. NOTED ABOVE. TION. t � P r '1 t 1 BUIL .DING .. . .. P. . ERMIT !i r( r i 7., I TOWN OF BARNSTABLE BUILDIN ICATION Age Map Parcel �S �i Permit# Health Division ►^ 1 fv� u�- 1 Date Issued Conservation Division �-�� �' Z yes /� Application Fee Tax Collector Permit Fee 16 Q Treasurer SEPTIC SV.qTEN4 W IST gE Planning Dept. /� a(� INSTALLED IN COI`-iPLIA14CE NM` WITH TITLE 5 Date Definitive Plan Approved by Planning Board 3 — a `�— EWIRONMENTAL CODE AND _TOWN REGULATIONS p Historic-OKH Preservation/Hyannis y gecQi��;�, ��� a n�' �' /� ruwl e^r'�v, ir ; c (J(H ru Pr j c t et Address Vi age (( S Owner Address 1 (. 71 Qs- iglj► tues 4A Telephone 5ok - Y ao - 58•1 Permit Request c u n _�c.a -AI eu) smptl Square feet: 1st floor: existing proposed ao 6d 2nd floor: existing proposed 0 6 Total new /d Zoning District F Flood Plain Groundwater Overlay Project Valuation 29Q 40d Construction Type PRAmE Lot Size V 7! Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) .Age of Existing Structure '! ', Historic House: Yes ❑No On Old King's Highway: ?'es ❑No Basement Type: OFull ❑Crawl' ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) L 53 �f 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 i Heat Type and Fuel: Chas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing new size 02OL2,?, Shed:❑existing ❑new size (fief: u^dex •1 Zoning Board of Appeals Authorization Cl Appeal# Recorded❑ Commercial ❑Yes W No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION S°''t `I ° " L4�S �- dZ y 04 w s A 3-6 4- Name Pu, =we Telephone Number 50 r Address T•o - nvv 1(.(014 Ad License# eS oy&7-;D o a G a- Home Improvement Contractor# i 3 Y W X Worker's Compensation# (A,�L 7 6 r146.A.-, ALL CONSTRUCTIO&BRISULTING FROM THIS PROJECT WILL BE TAKEN TO AitlgrA-w— La- 001 SIGNATURE DATE I FOR OFFICIAL USE ONLY PERMIT NO. - DATiASSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER PIP DATE OF INSPECTION: �'�O g D FOUNDATION FRAME INSULATION ////Y)W ' FIREPLACE I. ELECTRICAL: ROUGH FINAL' PLUMBING: ROUGH FINAL . GAS: ROUGH- 15: FINAL FINAL BUILDING OW DATE CLOSED OUT, ASSOCIATION PLAN NO. �, 11/12/2006 13:35 5087717163 MCUDILO PE PAGE 02 MICHELE CUDILO, P.E. Consulting Structural Engineer 123 Cottonwood Lane• Centerville Massachusetts 02632-1979• (508)771-7601 •Fax(508)771-716;c mcudilo@comcast.net Data Delouche November I 2006 5 Paananen Circle. W. l3armstable,MA 026 VIA FAX: $08-775-9974 RE: 5 Paana»en Circle,W,Barnstable,MA Dear Mr. Delouche, At your prior request, we met at the above captioned new residential construction on October 23, 2006 to observe the sill connection to the top of foundation wall,per the Town of Barnstable Building Dept, request. Upon review of the rear sill connection with multiple sip plater(PT 2X6 is bolted, with.another 2 and a PT 4x6 mailed to it before joists are connected),stru x6 nailed alcove and the deteuplift reiislanc of added Simpson Straps to cormoct foundation sto�t floorlations were joists was recommendedp for uplA Of assure uplift resistance within the superstructure where this detail occurs. The FSA straps placed at Wc a total Ln about w.h with 8-lul x e sill into joists, and�2)1/2"diameter expansion.anchors x 4"embedment will be installed where this multiple sill plate connection occurs. Upon installation of these straps,the sill anchorage is adeq downward loads, uate for the Massachusetts State Building Code wind and V truly yours, t� chele Cudilo,P.E. ( - /2006-180 SA OF M^ICf H ELE sN CUDILO 1 u No.34774 y STaucrupAL �PI cc Es 8ovc 6Ak Pilo Pc R ? r��4 77�f-5 _ . i i °FtMEt°w�� The Town of Barnstable BARNSTABLE .. Department v_rtment of Health Safety and Environmental Services • � MASS. j� �J MPS a Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 i Inspection Correction Notice . i i Type of Inspection I Location � 1� C � Permit Number I i.� C_ Owner Builder O i ! I One notice to remain on job site,one notice on file in Building Department. � I The following items need correcting: i t F ' J cOGlc s T r2S 64R.A6- L L 2- V o tj f'o s 7- 6- �Z T- o �I o N LA L L V A FA 5, 6 VI'r- 'O del f O 5; j _ ? SC c (ZC FA k C Dq (4�— C (5: OF C �LOCle.' r/Z � i a M ALL 70PY PO7-1001 V r' I-C QL CC IC C C IL C' G- t t c --f-�- ACC 0A� L or r SILL 0(7- 914P6FP d�AI A �� . t/ AD G-PR -- t I ) C 774 1R 5 "d n( 9- Please call: 508-862-4038 for re-inspection. Inspected by — (4 (,4.)1 #Tr Date �r� 0 ,eM, _t i T 7 r 1 ' ;I A -q IA r 5 Panaanan Circle, WB 5/24/06 i 5 Panaanan Circle, WB 5/24/06 r;*t i. i f, �s 5 Panaanan Circle, WB 5/24/06 �- y a 9 S 5 Panaanan Circle, WB 5/24/06 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map /(/ Parcel DOS- A Application# !7 D Health Division ' Conservation Division Permit# Tax Collector Date Issued Treasurer Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address /�.S AL A n A n r� L`AC `�Village UJes+ iWJa-61s__ Owner 7DAn -C-11oucke- Address 1611 DDLuill jue_J Macm4as& Telephone Permit Request D •+ - s Dac �-- lru %�e 13 o a =;Z rat 1-2 Art�e i Square feet: 1 st floor:existing proposed 610" 2nd floor:existing proposed ) Total new Zoning District Flood Plain Groundwater Overlay If Project Valuation 39990,:9 Construction Type •,� Lot Size y� l.7Gf. Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family),d Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House:;WYes Ao On Old King's Highway: Yes ❑No Basement Type: 4 Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 124/ Basement Unfinished Area(sq.ft) D... Number of Baths: Full:existing Z new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count 4.19 Heat Type and Fuel: 0 Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes 1rNo Fireplaces: Existing New ' Existing wood/coal stove: ❑Yes 1�No Detached garage:❑existing Q new size Pool:Cl existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing 4new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ONo If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name c o0 Telephone Number Address 10 i J License# es NOIQ 7 - P<O �u - < Home Improvement Contractor# i cuv Worker's Corrlpensjlionq# l,e �i �DbDrS.SS U ALL CONSTR CTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO pfr�L4c -I- . c 31fl �_.�14 U L SIGNATURE DATE FOR OFFICIAL USE ONLY PERMIT NO. " DATE ISSUED 6, MAP/PARCEL NO. ADDRESS d VILLAGE- OWNER z DATE OF INSPECTION: FOUNDATION FRAME INSULATION a FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ; e DATE CLOSED OUT ASSOCIATION PLAN NO. I OfIKE' Kti Town of Barnstable Regulatory Services IARNSTABLE. ' Thomas F. Geiler,Director 9`bAjF s`�� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUMPTION OF RESPONSIBILITY I _ r K em Q.1k— , Construction Supervisor License. # C 5 D i 7a,�3 ,hereby certify that I have assumed resuonsibility for the project under construction, as authorized by building hermit# � issued to (property address) on zoo— The following documents are attached: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form(if applicable) copy of my Home Improvement Contractor registration (if applicable) Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. Road Bond(if applicable) y' DATE gtforms/newcontrb I Blackwood Development Corp February 06, 2006 To Whom It May Concern, I, Dan DeLouche, owner of the parcel of land located on 5 Pananenan Circle, W. Barnstable, MA have contracted Blackwood Development Corporation formerly R.C. Homes dba Ridgewood Custom Homes, of Sagamore Beach to build a new single family dwelling on my lot. I hereby give Blackwood Development Corporation and/or it's representative's permission to sign on my behalf and submit for any and all of the required permits. If you have any questions please contact me at 508-274-5514 der-off�� ignature Date P.O. Box 445, Sagamore Beach, N A 02562 (508) 833-8865 . ♦ . FAX 833-8866 r ^ � ✓/e �arvrxauuealt! o�./�aaaaclu�aella '�, Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration: 145781 EiCpiFation: i } ..Jype:. .Iridividual t : JEREMY D.SOULE JEREMY SOULE II 92 SACHEM ST `� gi MIDDLEBORO, MA 02346 Administrator a. G/—/ ea/Ct a��aa acfurael �J(r ✓l�i ��1/�/ZQ7uU / r J BOARD OF BUILDING REGULATIONS s }i License: CONSTRUCTION SUPERVISOR Number: CS 087223 Bi tthdate: 0.6/04/1976 Expi�es:.Q6/04/2007 Tr..no: 87223 Restricted: '00 JEREMY D SOULE 92 SACHEM ST MIDDLEBORO, MA 02346 " . Acting Ca mis oner • r gd'/ GRAPHIC SCALE °�/ 1 H rs A �'/5t 60 30 0 60 t e 9 0 SeOrron 't 9/LACUS Cry f � ' � MIA 3!• 4(r . LOCUS MAP Q � SCALE P=2,000 0 �d` I CERTIFY T7HATHIS PLAN HAS �0 S. µ� BEEN PREPARED INRMITY WITHZONE RF o� A � THE RULES AND RIONS OF THE 2 0' REGISTERS OF.DEEDS. MAP III - PCL.5 mm' \Ca / r,1 I Q G Ove Ba°°xman Nq9 i?'�� o v B• 1 Ei A s -n m . \00 145.964 S.F.G 1 _ • gym:-.: spy' ..3.35 ACRES= uNoy 3 CIO m �J c' \ 0 v o col C pJ I( 9j Cps C" Ncp \\ Q� ��• o qr p , -I CERTIFY THAT NOTICE OF APPROVAL' '� \ R62-22'4SE\ \ •'•9 n Z o o OF THIS PLAN BY THE BARNSTABLE* �e r 9 w' PLANNING BOARD HAS BEEN RECEIVED 4 ,g3:4B \ a) V\ Z' o 0 \0!a AND RECORDED AT THIS OFFICE AND NO S �ip e o 0 1w o APPEAL WAS RECEIVED IN THE TWENTY C8• \ \ aZ > > o DAYS SUBSEQUENT TO SUCH RECEIPT dipFND \ R=25.00 • to'D r^ MNB AND RECORDING. \ A=35.22 a'W �' 10 132.47 " FND. DATE y�/V/.t9 41.9a �> . 195 S.F. FWD./ 43.676 S.F. \ \.\Z5. 22 pow n�2ose 08 v :R=32.47 _ Auer BARNSTABLE TOWN CLERK . m %g2:09 o g6-.22- WAY PRIVAfn TE o » z o �►. 8 PLAN OF LAND " BARNSTABLE PLANNING BOARD` iN APPROVED IN ACCORDANCE WITH: AO THE SUBDIVISION CONTROL LAWS: DATE APPROVEOu 2 V7. BARNSTA•BLE BARNSTABLE D 11 3, LE MASS. DATE SIGNED: FOR EVERETT W. PAANANEN SCALE P = 60' JANUARY B,1987 BAXTER 8 NYE.INC. n '! REGISTERED'LAND SURVEYORS 4Lo 8 CIVIL ENGINEERS j O$TERVILLE,MASS. N w"" T PLANS TE NO PARCEL 03 IS NOT TO BE CONSIDERED 3 T E ,o M<,9b1 C DATED_,AND ATTACHED HERETM. A BUILDABLE LOf, craP .�\ �,J 6 -08690 THE�t Town of.Barnstable — Historic Preservation Division F � Old King's Highway Historic District Committee snxrtsrnstE, MASS. ��ED MA'S a #EMORANDUM. 'O: Building Commissioner :ROM: D Y01 )ATE: *UBJECT: MODIFICATION TO PRIOR APPROVED PLAN k minor modification to a prior approved plan has been approved by the OKH Committee for he applicant(s) named below. The modification is briefly summarized and I have. attached )ackup material for your records: kpplicant(s): kddress of Proposed Work: ,� ,p , A` w :� kssessor's Map & Parcel Number: -440,D/1 ( — , Lb I-- J d Minor Modification: A 0 so .vL mil — . Q C Chair � Date C "own of Barnstable m jId King's Highway Historic District Committee a sz -------------- ----- ------ -----ro---- -env----- ----- w r,Ae¢m av n1E - 4- onaazu sKarea. FLAK rAa ? 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'; :\�•._'` f H. / 91., -3 Y . � a REAR ELEVATION. 5OF �. ... ....... - - - - �ti Ym S 12 r.�ccr ------------ .m w ir of �., eaw mm. �. m •w = =--- — � � � = �y VX Y V X¢XYYYX Y Y ( Y YY o :z =-- v.srz .a.,..a.® — — — mm— — p w w w a rcttQa .,u.e.«_ — — — —•— ---- »�..o.n.nraoa..,,,r.m�] n+o Raxr. m 1 .F�. rr� • -. ..�; • i � _—_—.—_—_—_—_—_—_—_-- _—__ Nor Rntto Ye�riwe�� Arru.•n.nalD I�]x.mnO..uR m N •$ 1 • � � C ' • ]x acrrnuw rbl Nt �Q rcro%vrr___—_—_{__—_—_—_ —_—_—_—_ raroroorw ]xe•n m, 1N� y—_—_—_�_—_—_—_—_—_— r.warn•a..rz I U O a $ ___ n�]x.To]mm]arrun I`-n]]x.ror�_rn SN u] W a U Z a f- - j N �1 a-e rviwies vn Ixmno Ix]orra•.ror �� Na lx••rm I wmx werz Z N m a k.W RIGHT BIDE ELEVATION ..-•"w•.... oma — — — — U o —_—_—_ —.—_ $ ••.00 - BaSEft=J1T ROOR erza uu,caw.+ I S Cy� TTTT 0�L—JL==i =F• V��Qe O��O 00�0 - _�,_Win+?—_ ..-,� ,�• _—_ .00r.:o� TYPIGAI,B=CTION A•4 - ro-e. ELEVADONB� • _ ,-... - E "1 , - :- UNr!N15NED ATTIC •m�� yFF r y BEDROOM 03 0.05. OEDROOM R2Z Q y �� WING/DINING AREAS _ —.--.--.-- •ir u:,Nfwr,.i e.•' cc euy.c � UQ��I w.us wovu•aus Nuncti¢.w..oc+M[ UNFIN15hED BASEMENT oil 5ECPON A-A 3 `Y18 2�G N[NC I! NODE REVISED Uxi=anmlle y¢slwar lAElm aw TW P R LYN SEC71ON mmaN worm aw nat FRUY —RO#CSDrr9 wv[1t�trtAloR aR®�11w As fJlWTm m m a (armmv a M R1i01L m envaa mR>mars—w ow m aaratmno+- WT no m K Y1R MA apamw"/OR RLtSOV!a m Irvrr UYA 111 OI Illl A=WAI d MDeaR Ilan RaRR amC — Alm war loamvs aR srAnwa AumRrrrrs s _ ' JHET°wo - The Town of Barnstable '• 6A 1 MAS,';- • Department of Health Safetyand Environmental Services MAS. �. i639• �0 - prfOMA�> Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location C- I Permit Number Owner Builder �,O V — = One notice to remain on job site,one notice on file in Building Department. The following items need correcting: Lo C-�c s T (z S , G-A R- �-- U o N PC) s 7' 6-1 fz T- o t-I s.7T G 1 fZ 1 O N LA L L R y4 �A 5i!� h E-I t rR L' (�L oc t� - S 7�1 �2 S ( � --� r� rJ�F L. FR V 6 � �a PM ALL TOrl goo-emu P-t gLcc C r 7--rIC- G A S f- CPc� cC �A 1 L_ o/= t �LL �'o�ST �lq l�G(`=�P �`I I L �, T� r-1 60 U 6_ FL Please call: 508-862-4038 for re-inspection. D Inspected by cl"Vl� D Date f � 0 �'� a� �I•A-c_cL C� � 1 e - fi���� `� —)-��. eAta W m _. PO _ Q of ? LL W 2 V — — m3xf w O W rxrz;�ma } wZ p C i p - — °9 o..,.ca..nm.od �• I •i O g u�Wmp p So< 3gg 10 u. .r rt 711 �n 5 o,u •n..>so.ru s € I �r ern Q m -_ i nmw ae..roea ° py r aaa o O U o SM E DETECTORS REVIEWED d p I D 1022 FOUNDATION FLAN BARNSIABLE BUILDING DcPT. DATE • ' FIRE DEP.gRTMENT DAJE BOTH SIGNATURES ARE REOUIRED FOR PERMITTING FOUNDATION - FLAN { 1 5 C aaa } } , . a a 0 -- - -- F-il p • � I � I i ... 1.-` -i� i 1� g s , 9 c I o9� RI , r IN f I ? ssg a Al WA I „ I 'I • , w d 9 a a 2 a a �:: f . y • y y • y ' �V� ' s • F S i � F F > € F 6 ..-_ --__.__—___--I -.�—!`•' _—I_—!_—_—.__.-..._..._ _J� .1 • P me,a w.0 oa.aw,.o ne urzsr mrwana CDS CAD DRAFTING SERVICES 'HAD' P.O.BOX 1323 PH.50"8&6667 ff�/ SAGAMORE BEACH,MA 02562- III )D r llidg--d a""t m f/nmrt ZO •p ,.�,rN�q DR.nw+By.cos onTE,vmvms NEW RESIDENCE FOR /'I�!%�.�/MJ .o S,cln,un.0rw0.ALA 02562 I „�,,,,,,,,, DE9KdlED BY,Rcuones I-ATEBT RIMSIO 4ns/ms DAN DELOUCHE . J 'U �`ormc.c.lwe.uwnew,vw.nca, N, 7e1,$!AY•.ti.i :::r:%/•:,,:fIAY.Y).hY.YY9 !• aNECKED.BY,RDHOME5 SCAM As suave+ LU.BARNSTABLE,MASSACHUSETTS I 1 I ;i :i aa � � � • I p CFI t I III F � i9 • 8 I t - ( .. I�Ip L ° i ....... IYFWI f l 1 r :.i � E raj• —I ��— �F C $ � 111 S � gEEE , i a $ p b I 3d IIg f $ p $ � E i g0 IT 4I I LI Np� .enw.u.rs.o. r.uwmm onn ^DV CAD DRAFTING SERVICES Zr (V- P.O.BOX 1323 PH.S088BB6887 V V ((p1 .awwu`una eemimof°0.ee®w �'i W (p,�rov 'noon,o a„o.un,vnaus no mOeo"�uo nr�� SAGAMORE BEACH,MA02562 Itii,Srnnnd cuxnml llnma x Im�TI Ig� NEW RESIDENCE FOR rn n rrtM � . ,n „��,,,a DRAUFI BT,coe DATE.vmvmS �,4 Ir 1 u,l nfsa i10.0 ""`�`�'�.,o�`�`� DESICddED Sri RC 40MES LATEST REVISION,AA6105 DAN DELOUCHE Trl.Snt-.S.tf-3P3f f r.SlASSfI-3399 ,a A w ® "wvn...^ "." �EcxED.SriRrWOMES SCALE,ASSNOWN BARNBTABLE,MASSACHUSETT3 , ,n„•..r.m `,1w CL N n O `6�4e GENERAL NOTES — SEPTIC SYSTEM ui F co _ Woo 3 - 500 GALLON CHAMBERS 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL Z = o CONFORM TO THE PROVISIONS OF THE COMMONWEALTH J a 45 J�� rn OF MASSACHUSETTS ENVIRONMENTAL CODE TITLE V. N a a 2. EXCEPT AS OTHERWISE NOTED, ALL PROPOSED S PR SEPTIC SYSTEM PIPING SHALL BE 4" ' SCH40 PVC SET ~ TO THE LINE AND INVERT ELEVATIONS SHOWN. THE o MINIMUM PITCH OF PIPES CARRYING SEWAGE OR SEPTIC U oa v 110 `6 LIMIT OF UNSUITABLE SOIL REMOVAL TANK EFFLUENT SHALL BE 1/8TH INCH PER FOOT IF w Z N .Q ` AND SAND FILL NOT OTHERWISE NOTED. < I J N co oo In co 3. PRIOR TO CONSTRUCTION OF THE SEPTIC SYSTEM Q rn DEPICTED ON THIS PLAN, THE CONTRACTOR SHALL N W m OBTAIN A DISPOSAL WORKS CONSTRUCTION PERMIT FORM THE TOWN OF BARNSTABLE HEALTH DEPARTMENT. o 9J 19 0 9 4. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN 5 ON THIS PLAN ARE APPROXIMATE. AT LEAST 72 W HOURS PRIOR TO ANY EXCAVATION FOR THIS PROJECT PROPOSED F WORK, THE CONTRACTOR SHALL MAKE THE REQUIRED a' HOUSE $ o NOTIFICATION TO DIG SAFE (1-888-344-7233) FOR o .o '�7-' VERIFICATION OF LOCATIONS. n \O a 99 I -y 5. CONSTRUCTION THE S SYSTEM SHOWN ON N DISTRIBUTION BOX o �� THIS PLAN IS SUBJECT TO THEHE INSPECTION OF THE m v 0 TOWN OF BARNSTABLE HEALTH DEPARTMENT AND THE < � O DESIGN ENGINEER. NO PART OF THE SEPTIC SYSTEM 1 m 1500 GALLON SEPTIC TANK 0 SHALL BE BACKFILLED OR MADE INACCESSIBLE UNTIL o 0 .0• cr E;'L INSPECTED AND APPROVED BY THE HEALTH AGENT. r^ a h THE CONTRACTOR SHALL SCHEDULE INSPECTIONS AS 5 O REQUIRED. 6. REMOVE ALL UNSUITABLE SOIL, Ap AND B HORIZONS a w i FROM WITHIN FIVE FEET LATERALLY AND UNDER THE n Zap PROPOSED SOIL ABSORPTION SYSTEM AND REPLACE o o o i o u 6`S WITH CLEAN SAND MEETING THE REQUIREMENTS OF 5.: a w i O• 310CMR 15.255. m z ,,, O _V J 7. WATER SUPPLY FOR THIS LOT IS A PRIVATE WELL K I a m a m c W U W INSTALLED IN THE LOCATION SHOWN. THE PROPOSED w . SEPTIC SYSTEM IS TO BE LOCATED AT LEAST 150 FEET w FROM EXISTING PRIVATE WATER SUPPLY WELLS.AND N FROM THE WELL TO BE INSTALLED ON THIS LOT. JEno 8. WHERE SERVICE PIPE IS LESS THAN 10 ' FROM AN w - EXISTING OR PROPOSED SAS IT SHALL BE SLEEVED IN o 2" 160PSI HOPE OR SCH40 PVC PIPE. J U a =m a m L)_ Z ¢ os in LtJ � w Vj O rc ZN OF v ,�ZN OFM1La.,_ Zn Q Q ¢o cFPT1G SYSTEM! DIMENSION DETAIL ayDavID s"osy o•� D�ID 'Fao1c o Z z THULIN ^� THULIN r�,• o_ < e o No.29976 Q m 3 �o 0 15 30 6o 120 No.39E03 CIVIL o " 1- q, v1 s ( IN FEET ) o r,u U-) - 1 inch = 30 ft. 04-106 SHEET 3 OF 3 E R 0 TE C APPLICABLE ZONING REQUIREMENTS: -- 0 / ZONING DISTRICT: RF .Q` `?6 �t=2�0- \ �� _ }6 " EXISTING DRIVEWAY" 6 q4TLj / FRONTFRONTASETBACK: 130 FT tg3g0 \\ S2.5o �1--73.96 \ L-35'�2 y��- c T -- �E n N o a w SIDE YARD SETBACK: 15 FT \ \ - I o \ \ — I REAR YARD SETBACK: 15 FT \ \ - Z = CO a \ \\ \\ `� \ �6• / /� i/ / / : w a CP s 00 \ // // 1 / I � s Cj o � Q p / Z I rn�00 \ \ 1 /-\ / / R = 25.00' / p JN F \ ~ .010 0= 94'24'021 (n EXISTING DRIVEWAY.-34 0 w o 66 -116 T.B.M. TOP CONC. BND r0 ELEV.= 65.07 ASSUMfiD �.��.__�m .-.....,.1...�/,-- •yam w JV s EXISTING SEPTIC SY TEM w w LEGEND Z U Q U W� CP 1 I -�Sp�- EXISTING CONTOUR a m ASSESSORS MAP 111 PARCEL 005-2 I 0 " PLAN REF: PLAN BOOK 432 PAGE 029 I y yp\� PROPOSED CONTOUR w wo PLAN DATE: 01/08/87 LOCUS IS LOT 1 I 4 PROP.. TREE/SHRUB LINE J® o Z 0 m I I oo \\ - Sa ------ DATE OF SURVEY: 11/27/04 I _ _ LOT AREA: 43,676tSF X 500 EXISTING SPOT ELEVATION o Q F o n —56 I - \ (50.0] PROPOSED SPOT ELEVATION 0 Q z o m PROP ELL �,\ �� _ 56 \ \ �_OFM 150 ER 1, Z _ TEST PIT LOCATION a m 4 a so EXI 4r Q r 60 I \\ o=s DAVID\�`' o'r p 0 zc Q TEST PIT/PERC TEST PT w 1 / w o +s so \ + `P � HULIN � t—G_ EXISTING GAS MAIN 3 0 _ 7 _ UN\ c t��o.23S76 -� a_ - • 2 // / AM9 299 o " W— WATER SERVICE 4 IN FEET ) \ �''+•LO� Fc/STEP :, UTILITY POLE inch = 30 ft. S ALL 04-106 a SHEET 1 OF 3 L - - - - - / PW AN L IVY I�If\(t-Et _l c�' C, J n �_- R0 TE a / APPLICABLE ZONING REQUIREMENTS: _ — 0 / ZONING DISTRICT: RF R� `�6 '�0�\ ��� — 'S6 ry EXISTING DRIVEWAY' 6 2a.� N / FRONTAGE: 125 \ S?,5p L=35.7 �yJ 1 FRONT SETBACK: 30 FT ,63 49 \\ ; 1�=73.9-- \ ?• i_ r— T �e ,� N N v~wiCo SIDE YARD SETBACK: t5 FT I REAR YARD SETBACK: 15 FT ao \ \ \\ \\ / 4O T— I Z = o a \ \ \ ti a H 00 61 ono R = 25.00' ZS= 94.24*021 r \ \ t \ EXISTING DRIVEWAY w G 66 v � ;'6 4b AN 0Kj 000zNi / �•, / / / / / 1 r`Tr� I 1 \ T.B.M. TOP CON BND p / I o c=i o u"i t \ \\ r0 ELEV.= 65.07 ASS SUMED `'��__��m y ..d� Lil V) o W i EXISTING SEPTIC SY TEM 0 w LEGEND Z = —_5�- EXISTING CONTOUR a N m ASSESSORS MAP I11 PARCEL 005-2 I W Z a 0 3 PLAN DATE: Ot/OS/87PLAN PEF: PLAN BOOK LOCUSASELOT 1 I 4 `50�'— PROPOSED CONTOUR N w W oo \\ =54 DATE OF SURVEY: 11/27/04 i _ - PROP. TREE/SHRUB LINE ® o Z La h \ _ ————__ _ LOT AREA: 43.676±SF I r 50.0 EXISTING SPOT ELEVATION o Q a o n I 56 _ I (50.0) PROPOSED SPOT ELEVATION 0 Q o PRE ELl �,\ f� - 5g I \ `Zf10FM S EXO 15 Fsp•_` E�9s , TEST PIT LOCATION a Q F LL O \ I \ yr 0 \ 60 \\ g3 DAVID `' o C.D '$r Q TEST PIT/PERC TEST �N/ 4 M O \ N N 3 o '\ / 0 13 ,60 \ + E HULIN G— EXISTING GAS MAIN '7 / UN\ 4�c t`b.23S76 -+� ? 9 CIVIL c —W— WATER SERVICE _ IN FEET ) \ pa /STEQ•�;, `� UTILITY POLE inch = 30 It. ® WELL 04-106 SHEET I OF 2 r O V a� PAANANEN CIRCLE a O 163.4a O \ S 62.2 2 45 Q CB DH (FND) SO' R'2S 96, L;315 L' CB DH (FND) zo.0 NEW CONCRETE FOUNDATION Z 19.3' v�. Q U o, 0 .o 130 0 0 7.0 N W N O 22.6 FBI N) IV 00 C1� 0 11� S0 ASSESSORS MAP 111 PARCEL 005-2 PLAN REF: PLAN BOOK 432 PAGE 029 PLAN DATE: 01/08/87 LOCUS IS LOT 1 DATE OF SURVEY: 11/27/04 CB DH (FND) LOT AREA: 43,676±SF T.B.M. TOP CONC. BND ELEV.= 65.07 ASSUMED 40 0 20 40 80 160 . AA ( IN FEET ) N0FA�,gss 1 inch = 40 ft. ,a� 90 z. DAVID yG o C. N THULIN `'+ OFFSETS TO PROPERTY LINES FROM No.39403 co NEW CONCRETE FOUNDATION TOP FOUNDATION ELEV= 69.6 FOUNDATION LOCATION DATE: FEBRUARY 28, 2006 FLOOD ZONE:_ THE SUBJECT LOT IS SITUATED IN FLOOD CERTIFIED PLOT PLAN ZONE C SEE COMMUNITY PANEL 250001-0011 D REVISED JULY 2, 1992 1 HEREBY CERTIFY THAT THE SUBJECT NEW CONCRETE FOUNDATION IS LOCATED IN RELATION 5 PAANANEN WAY TO LOT LINES AS SHOWN. THE LOCATION OF THE BUILDING WAS DETERMINED BY INSTRUMENT SURVEY. THIS PLAN IS NOT INTENDED TO BE A LAND OR PROPERTY SURVEY WEST BARNSTABLE, MASSACHUSETTS USED FOR RECORDING. PREPARING DEED DESCRIPTIONS OR CONSTRUCTION, NO CORNERS WERE SET. IT CANNOT BE USED FOR ESTABLISHING FENCE. HEDGE OR BUILDING LINES. SCALE: 1" = 40' DATE: 3-1-06 THE MATTERS SHOWN HEREON ARE BASED ON CURRENT DEED AND REFERENCED PLAN INFORMATION ONLY AND MAY BE SUBJECT TO FURTHER OUT SALES, TAKINGS, EASEMENTS, RIGHTS OF WAY AND OTHER MATTERS OF RECORD, AND PRESCRIPTIVE OR OTHER RIGHTS. TO THE BEST OF MY KNOWLEDGE AND BELIEF THE FOUNDATION LOCATION CONFORMS TO THE HORIZONTAL HORIZONTAL SETBACK REOUIREMENTS OF THE BARNSTABLE ZONING ORDINANCE. DAVID C. THULIN, PE, PLS 211 MILL ROAD EAST SANDWICH, MASSACHUSETTS 02537 (508) 888-2345 FAX (508) 888-7259 / PREP. FOR: DELOUCHE DRAWN BY: PST I CHKD BY: OCT D� JOB o 04-106 REV. SHEET I r � 4 W Permit Number REScheck Compliance Certificate Checked By/Date ` 1995 MEC RES checkSoftware Version 3.5 Release lc Data filename:C:\Program Files\Check\REScheck\Delouche Barnstable.rck TITLE: 1671 Osterville,West Barnstable Rd CITY:Barnstable STATE:Massachusetts HDD:6137 CONSTRUCTION TYPE: Single Family DATE:06/15/05 DATE OF PLANS:4/18/05 PROJECT INFORMATION: Daniel DeLouche COMPANY INFORMATION: R.C.Homes Inc. P.O.Box 1663 Sagamore Beach,MA 02360 COMPLIANCE:Passes Maximum UA=639 Your Home UA=439 31.3%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1064 0.0 30.0 33 Wall 1:Wood Frame, 16"o.c. 3202 19.0 0.0 160 Window 1:Vinyl Frame:Double Pane 203 0.500 102 Door 1: Solid 38 0.250 10 Door 3: Glass 296 0.250 74 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2062 0.0. 30.0 60 Furnace 1:Forced Hot Air,93 AFUE 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 1995 MEC requirements in RES chec V ' n 3.5 Release 1 c (formerly MECchec4 and to comply with the mandatory requirements listed in the RES checkInspection Builder/Designer `' Date 6 l REScheck Inspection Checklist 1995 MEC REScheckSoftware Version 3.5 Release lc DATE:06/15/05 TITLE: 1671 Osterville,West Barnstable Rd Bldg. I Dept. I Use Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 continuous insulation I Comments: I Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: I I Windows: [ ] I 1. Window 1:Vinyl Frame:Double Pane,U-factor:0.500 I For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No I Comments: I Doors: [ ] I 1. Door 1:Solid,U-factor:0.250 Comments: [ ] I 2. Door 3:Glass,U-factor:0.250 I Comments: I I Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 continuous insulation Comments: I Heating and Cooling Equipment: [ J I 1. Furnace 1:Forced Hot Air,93 AFUE or higher Make and Model Number I I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly I with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on i the building plans or specifications. Duct Insulation: r [ ] I Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-6.5. I Duct Construction: [ ] I All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. Duct tape is not permitted. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: - [ J I Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ J I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. i Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) r . �/ce'Pamvnca�ecaeall� o�./llaeeacliutel�i BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number CS O44470 BirthdaW 799=1961 Expi�esc 09/03/2006 Tr.no: 4806.0 WILLIAM R DICKEY r PO BOX 1663 SAGAMORE BEACH, Commissioner ' ✓/.-•; 'C?ononcC•xu-u�G� c�i�lccsc.i:vlG � . Board of Building Rcgulations and Standards 17 HO\.E IMPROVEMENT CONTRACTOR Registration: 134618 Expiration: '12118/2006 �. Type: Private Corporation fj R.C.HO. !ES INIC.. . I WILLIA.M DICKEY 41 MEETING HOUSE LANE S1GA`•l0R=6EACH•hIA 02662 Administrator 14:14 FAX 508 775 9974 BUSINESS CENTER CAPE COD. [a 001 QSa T� lla RC HOMES (5081833-8866 p. 2 r9A � 05 a8= Town of Barnstable RegWatory Services MASS- lhornas F.Geller,Director s63� Building Z3ivision AFC MPS a Tom Perry, Building Commissioner 200 Main Street, 'Hyannis,MA 02601 WWW-town.barnst2ble_M2.us e''pffice: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 1)�gA%yJ -DeJOL•[L ,as Owner of the subject property hereby authorize ,�' .— -U��1s to act on my behalf, in all xxiatters relative to work authorized by this building permit application for. (Address of rob) j -a I of Otivner late Peat Name QTCRMS:OWNERpEK, S=N l`, Application to ®� ingl"& S� ap �Zgijor l 3�fe3to c�Bf tritt c.0mmittee In the Town of Barnstable CERTIFICATE OF APPROPRIATENESS pplication is hereby made,with four complete sets,for the issuance of a Certifcate of Appropriateness under Section of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, rawings, or photographs accompanying this application for. ;HECK CATEGORIES THAT APPLY: tenor building construction: New ❑ Addition ❑ Alteration House ❑ Garage ❑ Commercial ❑ Other Indicate type of building: 9 Exterior Painting: U/ Signs or Billboards: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign Structure: ❑ Fence ❑ Wall ❑ Flagpole_ ❑ Other ;ypE OR PRINT LEGIBLY: j$S'` e6rierra bk AMA DATE P 1DDRESS OF PROPOSED WORK 61410 95 K/Circle— ASSESSOR'S MAP NO. 1 / t ASSESSOR'S LOT NO. G69_ a. DWNER:!Q -TOME ADDRESS i A-t u TE PHONE NO. — yaa Gai w Q r✓ a1�=ULL NAMES AND ADDRESSES OF ABUTTING OWNERS, incluAg4h0e of adj cent roperty owners across any 5ubllc street or way. (Attach additional sheet if necessary.) t/ 'o it G.71� {1 1 r P. 1{ d Q OAS ,f r&A+ f�b h� TELEPHONE NO. AGENT OR CONTRACTOR ,� C�.S b IOW �a �' l ADDRESS �r y , �U)C I L G�f �1��'�4`M a�`�• Ii fit�'C 1� ;Y�"t � �� - DESCRIPTION OF PROPOSED WORK: Give particulars of work to be done, including materials to be used. Please Include locations of proposed signs. Signed CO3imer-C6 ractor-Agent For Committee Usk I v APPROVED AS MODIFIED icate is hereby Date mittee Members' i na u s: r, Town of Barnstable. . Old King's Highway Historic District Committee 0 SPEC SHEET FO IINDATION �V4e d c�d'f T / DING TYPECOLOR �. Cti �,C s -exM.4' -w CHIMNEY TYPE��ih D T'1 ✓Q i"� COLOR Lu A L J !C (1 ��! COLOR ROOF MATERIAL/ I �� PITCH e , OAV COLORU Y! ` - SIZE � ORS-'C J -y,, �/', TRIM COL . 'r COLORS DOORS SHUTTERS (. - COLORS �--- - V� 1 i'•J rs�GUTTERS.--- COLORS t10 MATERIALS �`P �S.(r�i✓� f ep i� DECKS-Pre Y�C' ('W{ �� - f � GARAGE DOORS LI tj U COLORS SKYLIGHTS SIZE COLORS SIGNS COLORS 4 COLOR NOTES: Till out C=pletely, including reasurements and materials/colors to be used. Four copies o: this ation, along with pour copies at the plot plan, 1=dscape So:t are rewired !or submittal o_ na applicIWANWIldi e n licnble. t TURNING MILL CONSULTANTS, INC. DEVELOPERS,ENGINEERS AND CONSTRUCTION MANAGERS June 28, 2005 Mr. William Dickey Ridgewood Custom Homes P.O. Box 1663 Sagamore Beach, MA 02562 i RE. SteelBeam/LVL Design DeLouche Residence West Barnstable,MA Dear Mr. Dickey: Turning Mill Consultants, Inc. has reviewed the drawings prepared for Ridgewood Custom Homes titled"New Residence for Dan DeLouche, West Barnstable, MA"dated 4/18/05; and has determined the following A 5 '/4" x 9 %"LVL beam is required over the Garage supporting the 1 st floor Playroom G �; area. The 5 1/4"x 9 '/2" LVL is designed for a dead load of 15#/sq.ft. and a live load of 0 40#/sq.ft. with an additional 2"d floor loading of 15 #/sq.ft. dead load and 40#/sq.ft. live load. The maximum span allowable for this beam and loading condition is I F- 0". Three (3) 4" lally columns are required to support the 5 1/4"x 9 '/2"LVL beam. A 5 %" x 11 '/4"LVL beam is required to support the 1 st floor Mud Room area. The 5 '/4"x 11 1/4"LVL is designed for a dead load of 15#/sq.ft. and a live load of 40#/sq.ft. with an additional attic loading of 10#/sq.ft. dead load and 20#/sq.ft. live load. The maximum span allowable for this beam and loading condition is 13% 2". A 5 '/4" x 11 7/8" LVL beam is required over the Dining Room supporting the 2ndt floor Bedroom area. The 5 '/4"x 11 7/8"LVL is designed for a dead load of 15#/sq.ft. and a live load of 40#/sq.ft. with an additional attic loading of 10#/sq.ft. dead load and 20#/sq.ft. live load. The maximum span allowable for this beam and loading condition is 13'- 6". A 1 %" x 14" Ridge Beam is required over the Family Room area. The 1 %"x 14"LVL is designed for a dead load of 15#/sq.ft. and a live load(snow load) of 25#/sq.ft.. The maximum span allowable for this beam and loading condition is 16% 0". 68 TUPPER ROAD,UNIT#3,P.O.BOX 1159,SANDWICH,MA 02563 TEL: (508)888-4383 FAX: (508)888-4246 i TURNING MILL CONSULTANTS, INC. DEVELOPERS, ENGINEERS AND CONSTRUCTION MANAGERS A W10x49 steel beam is required over the Family Room area supporting the 2"d floor area. The W10x49 steel beam is designed to support the Ridge Beam reaction and the 2"d floor LVL reaction. The maximum span allowable for this beam and loading condition is 20'- 0". Based on the loading and clear spans as stated above the steel and LVL beams are in conformance with the Massachusetts State Building code Should have any questions,please feel free to contact me at(508) 888-4383. Sincerely, A,, j Turning Mill Consultants, Inc. ZvA OF N ` 1E 9 T .. C�ST�P tQ Es�ONAI ft-0 E' Robert L. Bodjiak, P.E. Engineering Manager 68 TUPPER ROAD,UNIT#3,P.O.sox 1159,SANDWICH,MA 02563 TES: (508)888-4383 FAX: (508)888-4246 BC CALC®9 DESIGN REPORT - US Tuesday,June 28,2005 09:37 Single 1 3/4" x 14" VERSA-LAM® 3100 SP File Name: RCH_DeLouche.BCC: RB01 Job Name: DeLouche Residence Description: Address: Specifier: City,State,Zip:West Barnstable,MA Designer: RLB 'Customer: Ridgewood Custom Homes Company: Turning Mill Consultants, Inc. Code reports: ICBO 5512, NER 629 Misc: Fam Rm Ridge Beam LVL 1--io 12 Ak BO B1 DL 1255 Ibs DL 1255 Ibs SL 2000 Ibs SL 2000 Ibs Total of Horizontal Design Spans=16-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Roof Load Unf.Area Left 00-00-00 16-00-00 Snow 25 psf 10-00-00 100% Member Type: Roof Beam Dead 15 psf 10-00-00 90% Number of Spans: 1 • Left Cantilever: No Controls Summary Right Cantilever. No Control Type Value %Allowable Duration Load Case Span Location Pos.Moment 13020 ft-Ibs 89.7% 100% 3 1 -Internal Slope: End Shear 2751 Ibs 58.1% 100% 3 1 -Left Total Load Defl. U256(0.75") 70.3% 3 1 Live Load Defl. U417(0.461") 57.6% 3 1 Max Defl. 0.75' 75.0% 3 1 Disclosure Span/Depth 13.7 n/a 1 The completeness and accuracy of the input must be verged by anyone Notes who would rely on the output as Design meets Code minimum(U180)Total load deflection criteria. evidence of suitability for a Design meets Code minimum(U240)Live load deflection criteria. particular application. The output Design meets arbitrary(1")Maximum load deflection criteria. above is based upon building Minimum bearing length for BO is 2-1/4". code-accepted design properties Minimum bearing length for 61 is 2-1/4". and analysis methods. Installation Member Slope=0,consider drainage. of BOISE engineered wood Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if Pdta 0® �4 you have any questions,please call �s f �� (800)232-0788 before beginning product installation. SOD-Am Flo.318T9 BC CALC®,BC FRAMER®, BCI®, BC RIM BOARD- BC OSB RIM BOARDTM BOISE GLULAMTm, C/ VERSA-LAM®,VERSA-RIM®, Al E�'�,gr•i VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 SO�E- BC CALC®9 DESIGN REPORT - US Tuesday,June 28,2005 08:48 Single 61/4" x 11 7/8" VERSA-LAM® 2.0 3100 File Name: RCH_DeLouche.BCC:FB04 Job Name: DeLouche Residence Description: Address: Specifier: City,State,Zip:West Barnstable,MA Designer: RLB Customer: Ridgewood Custom Homes Company: Turning Mill Consultants,Inc. Code reports: ESR-1040 Misc: Liv/Din Rm LVL z 3 1 BO B1 LL 5670 Ibs LL 5670 Ibs DL 3011 Ibs DL 3011 Ibs Total of Horizontal Design Spans=13-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 2nd Floor Load Unf.Area Left 00-00-00 13-06-00 Live 40 psf 14-00-00 100% Member Type: Floor Beam Dead 15 psf 14-00-00 90% Number of Spans: 1 2 2nd Floor BearirUnf. Lin. Left 00-00-00 13-06-00 Dead 80 plf n/a 90% Left Cantilever: No 3 Attic Load Unf.Area Left 00-00-00 13-06-00 Live 20 psf 14-00-00 100% Right Cantilever. No Dead 10 psf 14-00-00 90% Slope: Controls Summary Control Type Value %Allowable Duration Load Case Span Location Pos.Moment 29297 ft-Ibs 91.8% 100% 1 1 -Internal Neg.Moment -0 ft-Ibs n/a 90% 1 -Right Disclosure End Shear 7314 Ibs 61.7% 100% 1 1 -Left The completeness and accuracy of Total Load Defl. U247(0.656") 97.2% 1 1 the input must be verified by anyone Live Load Defl. U378(0.428") 95.2% 1 1 who would rely on the output as Max Defl. 0.656" 65.6% 1 1 evidence of suitability for a Span/Depth 13.6 n/a 1 particular application. The output above is based upon building Notes code-accepted design properties Design meets Code minimum(U240)Total load deflection criteria. and analysis methods. Installation Design meets Code minimum(U360)Live load deflection criteria. of BOISE engineered wood Design meets arbitrary(1")Maximum load deflection criteria. products must be in accordance Minimum bearing length for BO is 2-1/4". with the current Installation Guide Minimum bearing length for B1 is 2-1/4". and the applicable building codes. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. �►t21 OF At. BC CALC®, BC FRAMER®,BCI®, BC RIM BOARD- BC OSB RIM � �L �q G BOARD-,BOISE GLULAM-, © 318 g VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, o VERSA-STRAND-, VERSA-STUD®,ALLJOISTO and l� AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 W BC CALC®9 DESIGN REPORT - US Tuesday,June 28,2005 08:41 Single 5 1/4" x 11 1/4" VERSA-LAM®3080 DF File Name: RCH_DeLouche.BCC: F603 Job Name: DeLouche Residence Description: Address: Specifier: City,State,Zip:West Barnstable,MA Designer: RLB Customer: Ridgewood Custom Homes Company: Turning Mill Consultants,Inc. Code reports: ICBO 5663,NER 442 Misc: 1st Floor LVL 3 4 2 1 BO 131 LL 2140 Ibs LL 2140 Ibs DL 2997 Ibs DL 2997 Ibs Total of Horizontal Design Spans=13-02-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 1st Floor Load Unf.Area Left 00-00-00 13-02-00 Live 40 psf 05-00-00 100% Member Type: Floor Beam Dead 15 psf 05-00-00 90% Number of Spans: 1 2 AtticLoad Unf.Area Left 00-00-00 13-02-00 Live 20 psf 05-00-00 100% Left Cantilever: No Dead 10 psf 05-00-00 90% Right Cantilever. No 3 Gable End Wall Unf. Lin. Left 00-00-00 13-02-00 Dead 300 plf n/a 90% 4 Roof Load Unf.Area Left 00-00-00 13-02-00 Live 25 psf 01-00-00 100% Slope: Dead 15 psf 01-00-00 90% Controls Summary Control Type Value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 16906 ft-Ibs 59.1% 100% 1 1 -Internal The completeness and accuracy of End Shear 4348 Ibs 38.7% 100% 1 1 -Left the input must be verified by anyone Total Load Defl. U373(0.423") 64.3% 1 1 who would rely on the output as Live Load Defl. U896(0.176") 40.2% 1 1 evidence of suitability for a Max Defl. 0.423" 42.3% 1 1 particular application. The output Span/Depth 14.0 n/a 1 above is based upon building code-accepted design properties Notes and analysis methods. Installation Design meets Code minimum(U240)Total load deflection criteria. of BOISE engineered wood Design meets Code minimum(U360)Live load deflection criteria. products must be in accordance Design meets arbitrary(1")Maximum load deflection criteria. with the current Installation Guide Minimum bearing length for BO is 1-1/2". and the applicable building codes. Minimum bearing length for B1 is 1-1/2". To obtain an Installation Guide or if Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®, BCI®, BC RIM BOARD-,BC OSB RIM BOARDTM BOISE GLULAMTm, �`tN OF VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTm VERSA-STUDS, arksALL of Boise Rla� AJSTM'are trademarks of Boise Cascade Corporation. .0 E' /S T coo Page 1 of 1 �On BC CALC®9 DESIGN REPORT - US Tuesday,June 28,2005 08:27 Single 61/4" x 9 1/2" VERSA-LAM®3080 DF File Name: RCH_DeLouche.BCC:F1302 Job Name: DeLouche Residence Description: Address: Specifier: City,State,Zip:West Barnstable,MA Designer: RLB Customer: Ridgewood Custom Homes Company: Turning Mill Consultants,Inc. Code reports: ICBO 5663,NER 442 Misc: Garage LVL z Alk 1 1-oo-oo Ak 1 1-oo-oo AL BO 131 B2 LL 4620 Ibs LL 13200 Ibs LL 4620 Ibs DL 1538 Ibs DL 5126 Ibs DL 1538 Ibs Total of Horizontal Design Spans=22-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 1st Floor Load Unf.Area Left 00-00-00 22-00-00 Live 40 psf 12-00-00 100% Member Type: Floor Beam' Dead 15 psf 12-00-00 90% Number of Spans: 2 2 2ndFloor load Unf.Area Left 00-00-00 22-00-00 Live 40 psf 12-00-00 100% Left Cantilever: No Dead 15 psf 12-00-00 90% Right Cantilever. No Controls Summary Slope: Control Type Value %Allowable Duration Load Case Span Location Pos.Moment 14225 ft-Ibs 68.4% 100% 13 1 -Internal Neg.Moment -20159 ft-Ibs 96.9% 100% 1 1 -Right End Shear 5006 Ibs 52.8% 100% 13 1 -Left Disclosure Cont.Shear 7914 Ibs 83.5% 100% 1 1 -Right The completeness and accuracy of Total Load Defl. U363(0.363") 66.1% 13 1 the input must be verified by anyone Live Load Defl. U447(0.295") 80.6% 13 1 who would rely on the output as Total Neg.Defl. -0.081" 16.2% 15 1 evidence of suitability for a Max Defl. 0.363" 36.3% 13 1 particular application. The output Span/Depth 13.9 n/a 1 above is based upon building code-accepted design properties Notes and analysis methods. Installation Design meets Code minimum(U240)Total load deflection criteria. of BOISE engineered wood Design meets Code minimum(U360)Live load deflection criteria. products must be in accordance Design meets arbitrary(1")Maximum load deflection criteria. with the current Installation Guide Minimum bearing length for BO is 1-5/8". and the applicable building codes. Minimum bearing length for 131 is 4-5/8". To obtain an Installation Guide or if Minimum bearing length for B2 is 1-5/8". you have any questions,please call Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD-,BC OSB RIM BOARD- BOISE GLULAM-, VERSA-LAM®,VERSA-RIMS, peI%OF 411,E VERSA-RIM PLUS®, VERSA-STRANDTm VERSA-STUD®,ALLJOISTO and BODJIAK NA 9 co AJSTm are trademarks of u "! Boise Cascade Corporation. ,, F Page 1 of 1 mmisw BC CALC®9 DESIGN REPORT - US Tuesday,June 28,2005 08:23 Single 5 1/4" x 91/2"VERSA-LAM® 3080 DF File Name: RCH_DeLouche.BCC:F601 ' Job Name: DeLouche Residence Description: Address: Specifier: City,State,Zip:West Barnstable,MA Designer: RLB Customer: Ridgewood Custom Homes Company: Turning Mill Consultants, Inc. Code reports: ICBO 5663, NER 442 Misc: Garage LVL Ak »-oo-oo 1 1-oo-oo AL BO 61 B2 LL 3208 Ibs LL 10913 Ibs LL 2310 Ibs DL 1132 Ibs DL 4269 Ibs DL 641 Ibs Total of Horizontal Design Spans=22-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 1st Floor Load Unf.Area Left 00-00-00 22-00-00 Live 40 psf 12-00-00 100% Member Type: Floor Beam Dead 15 psf 12-00-00 90% Number of Spans: 2 2 2nd Floor BearirConc.Pt.t Ld Left 08-00-00 08-00-00 Live 4800 lbs n/a 100% Left Cantilever: No Dead 1800 Ibs n/a 90% Right Cantilever. No Controls Summary Slope: Control Type Value %Allowable Duration Load Case Span Location Pos.Moment 13998 ft-Ibs 67.3% 100% 13 1 -Internal Neg.Moment -16395 ft-Ibs 78.8% 100% 1 1 -Right End Shear 3758 Ibs 39.7% 100% 13 1 -Left Disclosure Cont.Shear 9360 Ibs 98.8% 100% 1 1 -Right The completeness and accuracy of Uplift 100 lbs n/a 13 2-Right the input must be verified by anyone Total Load Defl. U344(0.384") 69.8% 13 1 who would rely on the output as Live Load Defl. U448(0.295") 80.4% 13 1 evidence of suitability for a Total Neg. Defl. -0.147" 29.5% 13 2 particular application. The output Max Defl. 0.384" 38.4% 13 1 above is based upon building Span/Depth 13.9 n/a 1 code-accepted design properties and analysis methods. Installation Cautions of BOISE engineered wood Uplift of 100 Ibs found at span 2-Right. products must be in accordance with the current Installation Guide Notes and the applicable building codes. Design meets Code minimum(U240)Total load deflection criteria. To obtain an Installation Guide or if Design meets Code minimum(U360).Live load deflection criteria. you have any questions,please call Design meets arbitrary(1")Maximum load deflection criteria. product installation.0788 before beginning Minimum bearing length for BO is 1-1/2". product Minimum bearing length for B1 is 3-7/8". BC CALC®, BC FRAMER®,BCI®, Minimum bearing length for B2 is 1-1/2". BC RIM BOARD-,BC OSB RIM Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing BOARD-, BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTm, VERSA-STUD®,ALLJOISTO and iN OF At AJSTm are trademarks of Boise Cascade Corporation. �4� �s v §TAIM 31>�A 9 C erg SL - Page 1 of 1 "ME, BC CALC®9 DESIGN REPORT - US Tuesday,June 28,2005 09:39 Single 7" x 16" VERSA-LAM®3080 DF File Name: RCH_DeLouche.BCC:FBO5 Job Name: DeLouche Residence Description: Address: Specifier: City,State,Zip:West Barnstable,MA Designer: RLB Customer: Ridgewood Custom Homes Company: Turning Mill Consultants, Inc. Code reports: ICBO 5663, NER 442 Misc: Fam Rm Steel Beam 5 4 3 2 1 BO -- - - 131 LL 6055 Ibs LL 3695 Ibs DL 5963 Ibs DL 4763 Ibs Total of Horizontal Design Spans=20-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Roof Load Unf.Area Left 00-00-00 20-00-00 Live 25 psf 02-00-00 100% Member Type: Floor Beam Dead 15 psf 02-00-00 90% Number of Spans: 1 2 2nd Floor Load Unf.Area Left 00-00-00 20-00-00 Live 40 psf 01-00-00 100% Left Cantilever: No Dead 15 psf 01-00-00 90% Right Cantilever. No 3 Gable End wall Unf.Lin. Left 00-00-00 20-00-00 Dead 250 plf n/a 90% 4 Ridge Beam reaConc. Pt. Left 10-00-00 10-00-00 Live 2050 Ibs n/a 100% Slope: Dead 1250lbs n/a 90% 5 . 2nd Floor LVL nConc.Pt. Left 06-00-00 06-00-00 Live 5900 Ibs n/a 100% Dead 3000lbs n/a 90% Disclosure Controls Summary The completeness and accuracy of Control Type Value %Allowable Duration Load Case Span Location the input must be verified by anyone Pos.Moment 65146 ft-Ibs 87.7% 100% 1 1 -Internal who would rely on the output as Neg.Moment -0 ft-Ibs n/a 100% 1 1 -Right evidence of suitability for a End Shear 11436 Ibs 53.7% 100% 1 1 -Left particular application. The output Total Load Defl. U256(0.938") 93.8% 1 1 above is based upon building Live Load Defl. U506(0.475") 71.2% 1 1 code-accepted design properties Max Defl. 0.938" 93.8% 1 1 and analysis methods. Installation Span/Depth 15.0 n/a 1 of BOISE engineered wood products must be in accordance Notes with the current Installation Guide Design meets Code minimum(U240)Total load deflection criteria. and the applicable building codes. Design meets Code minimum(U360)Live load deflection criteria. To obtain an Installation Guide or if Design meets arbitrary(1")Maximum load deflection criteria. you have any questions,please call Minimum bearing length for BO is 2-1/4". (800)232-0788 before beginning Minimum bearing length for B1 is 1-5/8". product installation. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing BC CALC®, BC FRAMER®,BCI®, BC RIM BOARD-,BC OSB RIM BOARDTTM BOISE GLULAMTm, �N OF VERSA-RIMS, VERSA-RIM PLUS® VERSA-STRAND- VERSA-STUD®,ALLJOISTO and ( H AJSTm are trademarks of � 81�29 T Boise Cascade Corporation. 9 '� coo S ASS \ Page 1 of 1 TURNING NULL ENGINEERING COMPUTATION SHEET . CONSULTANTS,INC. SHEET NO. TITLE OF PROJ. OR STUDY {� ) /� 2/ PROJ. OR STUDY NO. T)q�+. — 5 �P 2 CLIENT `/7 p e— J� ®y L/7 J�� ENGINEER @ 4B SUBJECT 57 /B /— /` � /7/'�' DATE G 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 p........................................................................................ : ....:.... .........:.... ....:....:........ .. : ..1�> ...:... : .. : .. : .. : . : .. : ..............: .. : .. : .. : .. ............ 2: . ....:........ .. ` .:..=.:...lo..l V.Zd.46..:... ..... . ..5.: ....lc�.C.:..C.:J9.tt. ..�!.. 3.�.�r ... ....:... : 3: . :....:.....:....:........:.J. .. ... ,.........:....;....,......... :....:....:.... : 4; - .. .. , .. - .. .. .. . .. - .. ... .. .. .. .. .. .. .. - .. .. _ . 5 ........ .. /.�. . .9.. .. ,� ... . ... . .. .,�.�..=.. s. .. .. .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6: .........:....:.........:.........:..........................:...:...... .. - . .. .................. .. . . .. . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7: .........:...:....:....:....:..... . .:..................:,. .........:......... .........:......... ....:... : �. .. X.... . =.o.. .X.. g. .......... ... .......................:.IU.:....:..._....:.. � •1�...:....:....:.... . 10:....:....:.............:.... :......................,......... 11 ............:..... .............:............ ....:...:.........:....:....:.........:... .............:....:.........:... 14. ......... .. ......... .. .. .. La: 31 15 ... ....:.... ....:.... ....:....:....:.... ... .............. .. .. . .. . . .. . t s:....:..... ..... . . .....:... ........:....:...---.........................I...:..... m► .. 17: ........................:.........:....:........:....:......... .. .. . .. . . .. . . .. . .. . . . .. . . 18 ............ ....:....:....:....:....:....:..._....:...:....:....:. . . :....:.... ..:....:.........:..._...._... : 19: ........................:.... 20 ............. ......:.........:....:.................. ;..................:....:.............;....: .............:...:....:... . . 21: .........:....:....•....:....-....:....•....-....:........:....•....:....-....:... 22 . . . .. .. - .. .. . - .. .. . . .. .. , . - .. .. .. .. - .. .. . , 23. .... .. .. ......... .. ......... .. .. .. . . 24f ....:....:...{....:....;....;...;....;....c.. .. .......... .. , .. . .. . .. . .. . - .. - . .. - . - .. .. . - .. . 25. .... . ...:....:... ....... ....: ...:....:....:....:....:....:...:....' ...:....:....:..............:.... :....:....:... : 26: ..............:.........:.........:..............:. ..................... .. 27: ..._....:...:....:....:....:....:....:....:........:...:....:....:....:....:....:....:........:...:....:....:....:....:....:....:------------ : . . 28: .............:....•....:.........:............:....•....:........:..... .................... 29... ....................................................... ............................... ................................................. . . . 30 .............. :....•....:............................... 31. .................... .. .. .. .. , - .. .. , .. .. .. - ,......... ............ . 32• . .. .. .. .. .. .. .. .. .. .. .. .. ................... . 33: ....:....:...............:............................... ......... .. .. .. .. ......... .............. ......... 34.............:.............:..............:...:....:......... ....................:... :....:.. :... : 35: ........:.... .........:......... .............. ....:......... . . . .. .. . .. . .. . - .. . .. . -......... .. - .. . . .. . - 36. .................:..............:....:....:...:.......................: ..........................:....:.........:...._... : � ,. B k 19413 P 9 1 6 9 01-05-2005 a l i� _ 04o. QUITCLAIM DEED WE, FRANK W. BRIDGES and'DENISE L. PARKER-BRIDGES, both of 47 Old Mill Road, Sandwich (East) ,' Barnstable County, Massachusetts 00 02537, �o c for consideration paid in the sum of Three Hundred Thousand and No/100 ($300, 000 . 00) Dollars, Grant to DANIEL DELOUCHE, of 1671 Osterville West Barnstable m Road, West Barnstable., Barnstable County, Massachusetts 02668, d H with QUITCLAIM COVENANTS, the land; situated in Barnstable (West) , Barnstable County, Massachusetts, described as follows : Being LbT 1, containing 43 , 676 square feet, more or less, as shown on a plan of land entitled: "Plan of Land in Barnstable, West a Barnstable, Mass . for Everett W. Paananen, Scale: 1" = .601 , January �. 8, 1987, Baxter & Nye. , Registered Land ' Surveyors & Civil z Engineers, Osterville, Mass. " , which said plan is duly filed in the Barnstable County Registry of Deeds in Plan Book 432, Page 29 . No portion of the fee in Paananen Circle as shown on said plan is hereby conveyed. ,.; There is granted as appurtenant to the above described premises, a right of way for all purposes for which private ways a are used in the Town of Barnstable, over that portion of Paananen Circle, bounded and described as follows : NORTHERLY by Paananen Circle, forty (40) feet, more or less; A EASTERLY by Lot 3, as shown on the above plan, an arc distance of forty-eight and 51/100 (48 . 51) feet; SOUTHERLY by the Northerly line of a forty (40) foot Private Way, as shown on said plan; and a; WESTERLY by. Lot 1, an arc distance of forty-one and 19/100 (41 . 19) feet. For title see deed dated February 4, 2004 and recorded in the Barnstable County Registry of Deeds in Book 18194, Page 44 . c. Executed this 5th day of January, 2005. � �4 Frank W. ridge Denise L. Parker-Bridges COMMONWEALTH OF MASSACHUSETTS Barnstable, ss : On this 5th day of January, 2005, before me, the undersigned notary public, personally appeared FRANK W. BRIDGES and DENISE L. PARKER-BRIDGES, and proved to me through satisfactory evidence of identification, which was a 1"3driver' s license, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that they signed it voluntarily for its stated purpose. .b.e/rriard T. Kilroy, Not ry Public My commission expires : 04/18/2008 MASSACHUSETTS STATE EXCISE TAX f:\data\ciients\bridges\deed BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 01-05-2005 D 10:04am Ct1A: 403 Doc'W: 680 Fee: $1026.00 Cons: $3007000.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 01-05-2005 0 10:04am C•t 1T: 4Uo Dol_T: 680 . Fee: $684.00 Cons: $300,000.00 2 BARNSTABLE REGISTRY OF DEEDS _ 1 08/05/05 FRI 14:23 FAX 508 775 9974 BUSINESS -CENTER CAPE COD 002 MVVIROTECHLASORArORZES,IIVC. MA CERT.IVO.:M-MA 063 8 jan Sebasdsa Dr- Uurt#12 S9ndwicb, IM 07-50 _._....._ ._._ _... . ........... _ .._,...__.._._... ..._._ (508)8884W 1-800-339-6460 w _ .,FAX(508)888-6446 _ CLIENT. Dan Delouge LOCATION: 5 Paananen ADDRESS: 1671 Osterville Rd W Barnstable MA 02663 W Barnstable MA 02663 COLLECTED BY: Ed Meehan-Meehan Wells SAMPLE DATE: 7/29/2005 SAMPLE TIME: N/A WATER SAMPLE TYPE: New Well DATE RECEIVED: 7/2912005 LAB I.D.#: 0507695 WELL SPECS.: 80, 58, RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Conform bacteria /100ml 0 0 9222 B 7/29/2005 pH pH units 6.5-8.5 6.27 4500 H+ 7/29/2005 Conductance umhos/cm 500 190 120.1 7/29/2005' Nitrate-N mg/L 10.0 1.42 , 300.0 7/29/2005 Nitrite-N mg/L 1.00 <0.004 300.0 7/29/2005 Sodium mg/L 20.0 21.5 200.7 8/2/2005 Iron mg1L 0.3 <0.1 200.7 8/212005 Manganese mg/L 0.05 <0.008 200.7 8/2/2005 Volatile Organics Bromodichloromethane ug/L " 0.6 EPA 524.2 8/1/2005 Chloroform ug/L 25 EPA 524.2 8/1/2005 COMMENTS: pH is below recommended limit and may have corrosive characteristics. Sodium level is not a health hazard. Total of results cannot exceed 80. WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. <=Less than > Greater than / TNTC=Too numerous to count ' Date Ro Id J. Saari Laboratory Dir or 08/05/05 FRI 14:23 FAX 508 775 9974 BUSINESS CENTER CAPE COD Q 001 BUSINESS CENTER OF CAPE COD COVER 5E _._.___. Cent6rville'Sfiopping.Center - 'f 694 Falmouth Road:-_Route 28 Centerville, MA 02632 Phone: 508-775-9890 Total Pages including cover sheet Fax: 508-775-9974 TO ,✓ �- FROM Company Name Date `�✓O�� .J , � Q C�Cfi.•l4_ Attention Name 7 . w Fax Number � 22 n Phone umber ❑ Urgent ❑ Reply ASAP ❑ Please comment ❑ Please review ® For your information COMMENTS f Ir o 08/05/05 FRI 14:24 FAX 508 775 9974 BUSINESS CENTER CAPE COD Q 003 03/03/2005 09:58 2069842474 NEC PAGC 03/03 New England ChromaChem 6 Nichols Street Salem, MA 01970 978-744-6600 - -- Sample Information EPA-Method$24.2 Volatile Organic compounds in Water Client Envirotech Laboratory, Inc, Lab ID: 508001 Client ID: 0507695-Dan Delouge-5 Paananen Circle State: Liquid Date Received: 08/01/05 Date Analyzed: 08/01/05 Date Sampled: 07/29/05 Analytical Results Parameter Re-suits(ug/L) Parameter Results ug/L) Acetone NO Trans-1,2-dichloroethene ND Benzene ND 1,2-Dichloroprop2»e ND Bromobenzene ND 1,3-Dlchloropropane ND Bromochloromethane ND 2,2-Dichloropropane ND Bromodichloromethane 0.6 1,1-Dichloropro ene ND Bromoform ND Ethylbenzene ND Bromomethane ND Hexachlorobutediene ND 2-Butanone ND Isopropylbenzene NO N-Butylbenzene ND P-lso ropyltoluene ND Sec-Bu benzene ND Methylene Chloride ND Tert-Butylbenzene ND Meth l-tert-butyl ether No Caftn Tetrachloride ND Naphthalene ND Chlorobenzene NO N-Propylbenzene ND Chloroethane ND Styrene ND Chloroform 25 1,1,1,2-Tetrachloroethane ND Chloromethane ND 1,1,2,2-Tetrachloroethane NO 2-Chlorotoluene ND Tetrachloroethene IND 4-Chlorotoluene ND Toluene ND Dibromochloromethane ND 1,2,3-Trichoorobenzene ND 1,2-Dibromo-3-chloropropane ND 1,2,4-Trichlorobenzene ND 1,2-Dibromoethane ND 1,1,1-Trichloroethane ND Dibromomethane ND 1,1,2-Tdchloroethane ND 1,2-Dichlorobenzene ND Trichloroethene ND' 1,3-131chlorobenzene ND Trichlorofluaromethane ND 1,4-Dichlorobenzene ND 1,2,3-Tdchloroprupane ND Dichlorodifluoromethane ND 1,2,4-Trimeth benzene ND 1,1-Dichloroethane ND 1,3,5-Trimeth (benzene ND 1,2-Dichloroethane ND Vinyl Chloride IND 1,1-Dichloroethene ND M&P-Xylene IND Cis-1,2-dichloroethene ND O-Xylene IND Recoveries of Internal Standards % Fluorobenzene 96 p-Bromofluorobenzene 103 1,2-Dichlorobenzene-d4 102 Method Detection Limit= 0.5 ug/L Electronically signed and approved by Mr, Bruce A. Bornstein, Lab Director Date:8/3/2005 r Town of Barnstable do Regulatory Services sa ASS. s Mass. Thomas F. Geiler,Director M i63� `0� ATED+9+" Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: t4H/EL- Map/Parcel: Project Address S Builder: A 1 N -Fw&a D c y-5 70 M Mo vyES The following items were noted on reviewing: f E� 4 IT 1 SS 0 l-NC.� &A6-_D u Po e{ M -F6--; of l � 150 ug Lif Po v 9 r o2 fcuff�Aroff iro B6 DC'Ti'✓�2+'4iN6;�b y EP o ' S 17-6 v(S 1T .b u ►2/ N C-- eFY C A v I-7Y6 t( 1 12 C 7191 LT. e o kN E 2 OF 6-42 A6--6- el t P: 1, A&A/Z 0 F- hla u S,C-7 or- F-Qb P R 6 C_6 L, 46 b i2I#w1rf6- 1 N M COTItY C-NIM -S .S t1FPL(4F b T7J5 OFF/LE C + c e P y r S Su rFi C IE wT1 Reviewed by: o� Date• ( `J-- `a-7 -o Q:Forms:Plnrvw Y S u • Application to 3�igbWay Regional 3�iotDrlc Miaritt CDl? mitteE In the Town of Barnstable CERTIFICATE OF APPROPRIATENESS ppiication is hereby made,with four complete sets, for the issuance of a Certificate of Appropriateness under Section of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, ravings, or photographs accompanying this application for. u i :NECK CATEGORIES THAT APPLY: � `a Exterior building construction: New ❑ Addition ❑ Alteration ' Indicate type of building: ❑ ❑House Garage Commercial Other . Exterior Painting: Signs or Billboards: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other TYPE OR PRINT LEGIBLY. Wf s'` . DATE \)DRESS OF PROPOSED WORK fP4 IU A��U�("�e ASSESSOR'S MAP NO. . OWNER_ l�►✓ • �'elo vc! t ASSESSOR'S LOT NO. d69 of .0 4 DOME ADDRESS Vj Q e4 d — o-: =ULL NAMES AND ADDRESSES OF ABUTTING OWNERS, Inclu ing* a(of ad] cent roperty owners across any u 5ublic street orway. (Attach additional sheet if necessary.) R v �Qoo k t/ 2 - �' ( G• f P A- 3{ D r Lilt;AGENT OR CONTRACTOR wood C,t ros ' -Io rh of TELEPHONE NO. .S� ADDRESS— Pt. ReA-cq , & _r t` DESCRIPTION OF PROPOSED WORK: Give particulars of work tp be done, including materials to be used. Please include locations of proposed signs. Signed` on ractor-Agent n "n 0 n- A This Certificate is.hereby Date 0 LI prov"I/Denleu TOWN OF BARNSTABLE HISTORIC PRESERVATI N Committee Members' Signatures: Town of Barnstable ` Old King's Highway Historic District Committee SPEC SHEET FOUNDATION V r Q c�, .. , t Ze ' tde SIDING TYPE FI ✓ COLOR f 0., GIB i e- ced*r- ��� CHIMNEY TYPE D(�. O1 I COLOR AA /►/ tJ� COLOR CA 4'rC ® ROOF MATERIAL ��` � PITCH ' WINDOWS �e I�"1�/ COLOR SIZE TRIM COLOR �/' �/ & . . � COLORS. DOORS l � �`. SHUTTERS COLORS •1 GUTTERS COLORS Vt,J DECKS f��_! P i� MATERIALS l' � � i'�eP GARAGE DOORS f N 1... COLORS SKYLIGHTS SIZE COLORS ME C E W E EMA0 1 2005 SIGNS COLORS TOWN OF BARNSTABLE HISTORIC PRESERVATION FENCE COIJOR NOTES: Fill out completely, including measurements and materials/colo.rs to be used. Four copies of this form are required for submittal of an application, along with Four copies of the plot plan, landscape plan and elevation plans, when applicable. Foy,- 13cf m 0 ) 6 ,35 00 's 61o/ IS, 3 0 p ��`f � i�� ����, l�- ;c Grp-��' �-- K��� 2 �. 64 0 YO Vet A /c A '7-R-f CIO UA /7 0'2 6 3 G T-) 6 3 iq-vC A-i 6 0 vj 11.0 NOS, k�-stq� i +-4 E=— n L-4 L THERMA-TRl! MODEL NO. ROUGH OPENING HARDWARE DESCRIPTION WIDTH X HGT. DESIGNATION 8236 (3'-0" X 6'-8")'" DBL- BORE IX5 CASE 4 9/16-JAM5 2-LITE 65 I/2 X 82 1/2 O 5262 (2'-8" X 6'-8") SNG. BORE IX5 CASE 4 9/16 JAMB _ S-LITE 34 1/2 X 82 I/2 O 2 P210 (2'-8" X SNG. BORE 1X5 CASE'A.-3/10 JAMB Co PANEL I HR. FIRE DOOR 34 I/2" X 82 1/2" O 3 ` H TOR/0 PBARIVSTAB • RfSfRVgT N E C D MA- 0 1 7005 TOWN OF BARNSTABLE HISTORIC PRESERVATION UJrt�lr� ow. sue4-4 nL�4L :F= ANDERSEN 200 SERIES . FINISH HEAD ROUGH OPENING MODEL.NO: HARDWARE DESCRIPTION A.F.F. WIDTH X HGT. 244DH2849 W/ SCREEN: DBL. HUNG INSUL. GBG 2'-8" X 4'-9" 244DH2849-2 ,W/ SCREEN DBL. HUNG INSUL. GBG 6'-8" 5'-4" X 4'-9" 244DW2849-3 W/ SCREEN DBL. HUNG INSUL. GBG 6'-8" 8'-0" X 4'-9" 244DH283fo W/ SCREEN DBL. HUNG INSUL. GBG 6'-8" 2'-8" X 3'-roll 244DH2836-2 W/ SCREEN DBL. HUNG INSUL. GBG 6'-8" 5`-4" X 3'-ro". 244DH2830 W/ SCREEN DBL. HUNG INSUL. GBG ro'_g „ 2 8 X 3 0 CN 235 W/ SCREEN CASEMENT 6'-8" 3'-5 1/4" X 3'-5 3/8" CTCW2 N/A FIXED D/H CIRCLE TOP 4'-9" X 2'-1 I/8" 244FX301ro N/A FIXED D/H TRANSOM F, _g 3'-0" X I'-roll 244FX2816 N/A FIXED DM TRANSOM ------------- ro _8 2'-8" X 1'-roll VINYL SLIDING DOOR 6068 W/ SCREEN VINYL PATIO DOOR W/ GRILLES.t6°-0" X 6'-8" V.IF VINYL BASEMENT WINDOW 2813 E:W:lSCREEN BASEMENT SLIDING GLASS 5/8" X I'-3 I/4" �'�e i cy��c�r nn�- G�,(«�/ i A Application to ®� �,tYY�'� t$���p �R.EQrtDTCHI �I�tDriL �i�1LTUtt QCAM�2I'Ctt�EE ' In the Town of Barnstable CERTIFICATE OF APPROPRIATENESS mcation is hereby made,with four complete sets,for the issuance of a Certificate of Appropriateness under Section i Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, Kings, or photographs accompanying this application for. ECK CATEGORIES THAT APPLY: �. r Exterior building construction: Z New ❑ Addition ❑ Alteration Indicate type of building: House ❑ Garage ❑ Commercial Other Exterior Painting: lLJ Signs or Billboards: ❑ New Sign- ❑ Existing Sign ❑ Repainting Existing Sign Structure: ❑ Fence ❑ Wall El Flagpole ❑ Other �j DATE .� 4g, DS 'PE OR PRINT LEGIBLY: �/Z s'` t3�{'itsr�(y4 bk �� (DRESS OF PROPOSED WO74 �'O hJ7�`K1t "t(• 2 - ASSESSOR'S MAP NO. NNEri ^r= ' ).er 11 l/a ._.ASSESSOR!S..LOT.N.O_ )ME ADDRESS V TE PHONE NO. — V JLL NAMES AND ADDRESSES OF ABUTTING OWNERS, inclu Png*b0ekf adj cent property owners across any iblic street orway. (Attach additional sheet if necessary.) S:o e A G ley �� P A- J{ D `� GENT OR CONTRACTORRl-dS ` 0 f*0ih V0 a TELEPHONE NO. 50 - 4S 6� �� �' .DDRESS-r. G '3 'rjkq W(A a/'e• e,+c A 14 •t-,r iESCRIPTION OF PROPOSED WORK: Give particulars of work to be done, including materials to be used. Please icfude locations of proposed signs. I Slgned Owner-Con ractor-Agent 11 '' c Committee Use'`Onlln� AP . ,' l b MpDIF1EDoate 5A/457 07 1, �: This Certificate is hereby J pproved/ riled HIS jUF�C,'�j`, ��rn�ers' nat e Town of Barnstable ' Old King's Eighway Historic District Committee d,9 SPEC SHEETdml <21 PpUNDAT I ON �V U/' � N COLOR SIDING TYPE il-, CeAir -HII�7EY TYPT (/.11—�10� COLOR yeru✓ �. C / {(D ROOF MATERIAL $� O C COLOR w1 IV PITCH M ' COLOR u/ �`�- SIZE TRIM CO DOORS', .;�. ..vi � COLORS. � SHUTTERS COLORS 1✓ :J 'L . , + N / --�--- GUTTERS 'U J v ►�i/✓® COLORS DECKS {-PC MATERIALSC GARAGE DOORS f P.j lam. COLORSI� SKYLIGHTS SIZE COLORS SIGNS — COLORS FENCE COLOR 210TESt Fill out completely, iaoluding measurements and materials/colors to be used. Four copies of this form are required for submittal 'of an application, along with Four copies of t!ka plot plan, landscape r TRANSMISSION VERIFICATION REPORT TIME 03/07/2006 09: 45 DATE DIME 03/07 09:44 FAX NO./NAME 95088338866 DURATION 00:00:45 PAGE(S) 02 RESULT OK MODE STANDARD ECM Li I Affidavit of Substantial Financial Interest ;y �ic Ce of 1�_C'. �,�.z� y;�� , on oath depose and state as follc s: 1. 1 am an applicant for a building permit for the property located at Map Parcel oa - The address of the property is 2. 1 have U % legal or equitable interest in the real* property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last.twelve months from today's date, which is 4 the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is �o ��� , I have had a 1% or greater legal or equitable interest in the following prope(rtieg which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted /, building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted D building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted Q building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received 0 building permits for property in which I have a 1% legal or equitable interest. Al / Signed under the pains and penalties of perju a da , 2005- 2001-0050/affin 1 0/LOTTERY/AFFIDAVIT i ofTMET Town of Barnstable Regulatory Services B"RN _ Thomas F. Geiler,Director Fo ,.�1% Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 PLEASE FORWARD THE ATTACHED PAGES) TO: TO: ATTN: FAX NO: FROM: Ro " A DATE: PAGE(S): (INCLUDING COVER SHEET) 1 T. .�` �, i `• .} r'`J�• T Imo:r - �• �' •�ILn��wQ��`V _';f •4, �+�/�t. I ,��C7 � •r• #+•r•1��r-I, .�y.� �,.. '+i.a���..Js`�� ♦•~� • �,.�.L,Wit._`y ..- - M• • .. - , _ � .r� // �•+ '~� -� ,,/_:�; ,! • "r �r �' ; ��,�.,+ ' _ '�I��� �R^"`r~ *�• ^ ? v {��j � 'J�,' ` -,rA^��� is � .� _ ... '7 ji •, � ,j w of .;,.w mi or hoe ol � l�•,,.1L..�, 1r'��'�C- �� - y �.�, • + . • 1-:�•i .��:w�7 �� ~i'�• I ice.�ss..r• � tJ^t�+. ow FLA lie- •� t"+• V17� "� At .• '� ;`f►��•�+7�*T 1/.!i":i b• ti:�t,�,r►�•• /� r!'r K;,+.ram y�G i+y ��' -y ii� R7r 'r'•J�+" �`^ ""� , IL . 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Geiler,Director 039. 61 Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis;MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 August 31,2005 Mr. Daniel Delouche, 1671 Osterville West Barnstable Rd. West Barnstable,MA 02668 RE-'Daniel Delouche, 5 Paananen Circle, West Barnstable, Map 111, Parcel 005-002 Order to Cease and Desist Dear Mr. Delouche, It has come to the attention of this office that hazardous materials and debris have been dumped on the above referenced site. Tires,plastics, asphalt, metal plumbing, and piping are prohibited materials. Further, trees, limbs and stumps are not allowed, as your land is not permitted as a stump dump. You are hereby ordered to cease and desist from any further dumping of any kind on this land. By Order, Paul Roma Building Inspector wp files,roma,paananen 5 C-evr+ oco'S- -7-t -7(iM TOWN CLERK BARNSTABLE, MASS, 10)5 APR 19 AN If-. -3 I Mr. Daniel Delouche 1671 Osterville West Barnstable Rd. West Barnstable, MA 02668 RE: Daniel Delouche, 5 Paananen Circle, West Barnstable Map 111, Parcel 005-002 Decision Statement of Reasons for Denial. Dear Mr. Delouche; -At the April 13, 2005 meeting of the Old King's Highway Barnstable Committee (OKH) an application for a Certificate of Appropriateness submitted by Daniel Delouche was on the agenda under continued business. The application had been continued to allow the OKH to view the proposed site of the new building. The majority of the OKH voted to deny the above referenced application citing the overall excessive height and roof line of the building. �(� lQL- A" 'S �J Date Patricia J. An erson, Chair Old King's Hi way Barnstable Committee I CERTIFIED MAIL RECEIPT (Domestic Mail Only, No Insurance Coverage Provided) OFFICIAL USE r C3 Postage $ Ln �YAN 'S C3 Certified Fee N Postmar N k C3 O Return Receipt Fee '/G Here (Endorsement Required) ep f N O Restricted Delivery Fee p) C3 (Endorsement Required) G ?r�Os p "ll Total Postage&Fees $ t u .San t To -- -1-rY1l�_•aw------1941-a------- ------------- tt Street,APt.No.; or PO Box No. / / Q,��Q/JV��vC �jt�� �In•- Y/.A - City,State,ZIP+4�PS Form :00 April 2002 K/Jn Certified Mail Provides: ,b ■ A mailing receipt ■ A unique identifier for your mailpiece L ■ A signature upon delivery 't ■ A record of delivery kept by the Postal Service for two years Important Reminders: ir> ■ Certified Mail may ONLY be combined with First-Class Mail or Priority Mail.'T ■ Certified Mail is not available for any class of international mail. l'-.j ■ NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. IN For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece 'Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS postmark on your Certified Mail receipt is required. ■ For an additional fee, delivery may be restricted to the addressee nor addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". tit ■ If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. - IMPORTANT.Save this receipt and present it when making an inquiry. PS Form 3800,April 2002(Reverse) 102595-02-M-1133 r �t►,E, Town of Barnstable Regulatory Services BAMSTAAM e. ' Thomas F. Geiler,Director �Eo;. 0. Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.ba rnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 August 31, 2005 Mr. Daniel Delouche, 1671 Osterville West Barnstable Rd. West Barnstable,MA 02668 RE:Daniel Delouche, 5 Paananen Circle, West Barnstable,Map 111, Parcel 005-002 Order to Cease and Desist Dear Mr. Delouche, It has come to the attention of this office that hazardous materials and debris have been dumped on the above referenced site. Tires, plastics, asphalt, metal plumbing, and piping are prohibited materials. Further,trees, limbs and stumps are not allowed, as your land is not permitted as a stump dump. You are hereby ordered to cease and desist from any further dumping of any kind on this land. By Order, 1�j Paul Roma Building Inspector wp files,roma,paananen 5 1 r TOWN OF BSTABLE - DEI'ARTMETIT OF HEALTH SAFETY AND - ENVIRON.v]E L SERVICES , BUILDING DIVTSI0N. , ;TOP =WOR = HIS STRUCTURE AkND/OR3PREIVIISES,HAS;BEEN T INSPECTEDANgf]HEFOLLOW'l VIOLATION'S OF THE B T"I UN,- CODE AND/OR ZONING ORD NA N'C HAVE B"EE'N_FO`UND� J 2') _ S P ST ce S A S 0i7 ��`r- f YOU ARE HEREBY NOTIFIED THAT NO ADDITIONwA�L VV'ORI SHALL BCE iJN:D`:ERTAKN UPON THESE PREMISES,, OBI TIISE!" MISiES, OCCUPIED iJNTIL THE ABOVE VIOLATIONS: ARE C t RRECTED { ANY PERSON REMOVING THIS NOTICE WITHOUT PROPER AUTHORI-Z-ATIO.N SHALL BE-LTABbE. 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Dfl —1 b 9.C78-CAD DR4FTWi B RV CE9 19 NCi FE9PGN9.BL2 FOR ERRORS 4h7 zaRA Ridgewood Cust of Admes OMI9gION.4 C7 T1�SE P_4N9 AND ......_. ;•... ......�.-«....,.... /l➢ v, THESE PL4N9. ABs1Y•E6 NO LIABILITY FOR iNE LWE OF DRAWN BY:CDS :• ar DATE: I/01/05 -- _ °1 r 11' vFD�NCE =0R P.a.,k4']663. z I THE9c PLANS qRE 9:'BJECT TD COPYRIGVi PRofECTIpJ ANp THE I DESIGNED BY: RCHOMES •` — Sagamore; eivdh,MA 02562 ��TF:ORIgD USE,REPRODUCTION OR SALE O+TNESE PLANS wrruouF LATEST REVI310N: 4/IH B DAN DELOLIGH E Tel., $ 3'i' 8899 ONSET*9PRaIB7ED' L CHECKED.BY: RCNOMES SCALE: AS SNOURy W. BARNStABL_, MASSACHUETT;z �� ..