Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0101 LAKESIDE DRIVE EAST
+ �i'� Al Ytn j,,` e a lL w/ i r r_ 4 rl ik. r F���''- y err �'.`t fsr �t1i1'k ���t, t A �{�iy v�r(} �� Yt, /�!a r r" ,t , r ;1, �f �t+a,, j -t"Ypvfr fY 1 r 11 iX;+ + -,�a c /4 t i , ,, 1 t r '+ t La# p -- 4 k' + �..L: irf,. :: y r"tt r "i uo >rq� l" fir 't•. r¢�11 d jN y a'S - - r. 1 S ✓ 'A �..� .� p .,aAt3 ! + i ne. ,..�� .-,,:,,. �.,,.: �� r�i r a',. �y. y h.a I e.:f i :,.. '1Y l . q n Ir ,. ,u n o rY A n.r #'•, `,P, %r., ' ' :I ,.rr: n, t e �i e- _ U , '� r :,..: } r F.•., : t�rz r y�Y ...iT W w,. r� d a, ?..f d. t+i3 }' ;:r,, }: v +: `{, , 11 F � �$1, j. �r t ,dd,, q t }}y N� ¢ r �� err t �t,.y' r iV �y '�' ! `� � , �,� r: x f a �' .L ��` P 'r! 4 �` I1,e , A,f � r Uj/ Y,Yt. r, iC V+ '�v r�'f a ''� �F t.l, ���j7y u Y r 1 er P�r �.,y., n u ,.r). r„ 7 +&.:. y�! 3d' �..•:t ',k. Fd�4. ,t '4" b' a�r '.� f1 ti: t .. r�+ ,. �''. s .►f . S7• i r.., f kr. +. +i ..:,, f �' ! 1_ {'Y ^. (f1Y a, 'S%..r.- •r .} i' -kl.. »L,.,Q1.. .,,� .:r. 1 «l. ¢ it�/llr �+ fir. ,} r�y ✓47,pi; ysY N':�1, e_ A. uMyu '.vt li� y, a Xar •,�4 «a 't, r. .r_ rr e n0 4 a ,.'.�;(F. � ,rI{.{1,1V.f ��,'�o k1�ry� 09 ✓ 1,i: t�(��y,r!�•,yt i��a��l �,�,pir4 {E'E � ' • �. 1 �j , :iEI r�41 y'J ih/t'"'r.k, o,,j - .L �''u' + '��f}�.AL > �1 a .,i�ps -rt:. �•fC/ -.� .r;rr� } ',,C )*. 1''�, rr'.t Fr ``5 �'� .. J .., 'ys i7 :'�i+,: ry �,Gr. r'''�t` y�Ay, tyor S p,14�(yd�L;, i ,�r.ti Qra} r�v�d� !r^:n AP.! H�� xr'j�ps .�. ,'�'1�/1'j,jµ �V1. d G ..tlj,.,/'.' t' yr17 �'r 1rF Vt:wt r a.'A °tsah,: wtrA"'•'R�{%�.►Y +r,+rJr}r u."� yrrS ,. k,'Yfr.Gd!�rY ne IF �� f F ''t F7. •i - f a 5,t P z I r -t Y r f(F - t', t r� 3 1 kip }Y f 4 f 3 E .3t t o 1 ftl� e r 4 F F r 7 ° 4 y ki�pp ?S. xS d} is 2 f ' tS r Y ire X a�'.4 4)� t f t } I t N y gtl Y S L + i h F �Af�1 !f 4 2 j�' 5 5 1 1 ' k or� lr t /� a - ! a fy {si ` c:{ ° 5 t,- } tom' r k + t P Lk`,'3l4' 2 ,�,'-,' t r t tr $ tR r p . �„ t }t £ t l: 4 4 tt o d".., a € { y £ d,r r t f t t r ,�k, 3,� }1 t,i ; r; 'd i `i Ur, a s v 1 r�t , 7e e�a r FirN Ai�i AJ� +.tiF t �r S + t - ji r £ , t t L r��vtq �r " : ib?, �� .,J? ` .�,r,r Ors' r'£} q } } L >ry Y,# ,r \ t � .J} , a .x.�.. yijp +. 4- :, > a .a •t, t �€ a' t ! �3 . � . t. s�. y..a ,a„ 'se r v.,- r(' +'t< ry g.,.5. .t �4 M r :,1 t 4 :, r fry[" 'C.,. .f'j gg :%�'.: F rf e:.,r {. a �u";. ,y:.p.: :''�,f=,,k a. �} r„r,v. ,ii:; -.rr :,r- 4 - ,..n t ; 11� F t':,,,M1 C + a l,..n Y*) .n.. .t ht..- • §.}' - , f. ,I, .:,i:. t ,., .: w.T� r.. r { , M1 ,,, . .: :.. -. • 1. ..x,d. 4). v ,. I; n'. h e:�.p f 4. 1..!.. .::, k .:. t t ..: ,L.._ ey .:,. ,....,.. 1 ,.. _.,. . , �.r4 ,.,:( .. J�S S c..(r a t , : .,.,.r .t ,. : � ... } � y.. ...3t: 3dsd`� .,,t.. .} r r .s....,. t ..,... .„ .. . ..:,:: r;r•. , , w % rtS g r v k , •-..s'?.1�.. . .; � 4..,.:::.. .. :��.1� }.,,-... , .. ..r/ ...:..i., ,,.:r,., ..:;r.,�. ox.. .. s.I .:i.;, ..r, 5� ....� w ...; .`r.. .... ,.,.., L_ ft, .�.. his .,..,,... .: .�A...... .,;:f. ,. .,,.. :,:,-..r ti,1.,. ...-t m; t- i: �,-..,. et....,_.. r ...,.. .,: , .. ,c 1 %.Y I,- F rs:,.,r , , :a... r -.... ' i 11 .." "I,, t... L ,..,: : a., t ., :x,..,,:✓ t£..: .,,, ,1�1[ r - F1 ,. .5 .,.ua v 1411..... a : r d:A.:i7.3, 4., a... ,- , ,.... , .'t .;.a::..� 41,�, .,... k f d., e..a, I ., S, r, A �., r ., "".. F a. a. "k.L... S r, ..n..,._... ,,.. t .a:r. ,s r, ,. ,.... f .�. i ... i. ..�. t, r I. t I . .s .._.. . .�. • E a.._, { ,.v.I'll. YA :.: 'Sru a, ..,',. 5 ...X :..:: .,., ..::. ...... ) ::... .:: F u_ a ,.i d rill ,z i ... . .. ...: ., < ..t ... .. ,:... i,:: ., 3 LL s.,:... �z I ,.,.. „ �: t .:'1...: :�..x. :.t:.. F :�,.- .., kf :..:. ... ..... .: ...:, UMV ' 9. .b:; A p f 1�: e S, : p ....,,, t ., i 4 c,. ., ( .r ..A... ., 1.,..._ :.- ....., . ,,..: , ....,.,.. , ..:.-. 1 Y.�.. ,.�.-.♦ .._ a :`,.. �. :...;.. .... .t.., - •5...a.... 1 : ., .S,t.. L: 1,.4.3's 3. F ,, .., qq ,.. ,. . .,. }... 1 �...... ,- .. : . 1: ,. r.. lr ,.♦ Il. ...: ., �i Y..,.. ....... :.�.,.... L..:,.. .:. �, .,: W - l ,;.. .. .. 1.: .. ..,.. t. 4 :,.:. r v. R .r. .:..., r ..-. rx .r.,:- .�.. .. '.....:,. ,. ,. .v,. .. 1, V u..� 1 x .. :�. , ., r. t.,.. .., �. ... n :�.,.,:: _. ..F.... 4 .:.,, L.:..: .:. �::.i e .� .z { : .r.-..:� Pp.n.s: .. :.� ..:: . .. ... .. . , 1, f .. s. L t :'.e. .,..•. •..., .:.. ,: ..: .:... . '' ,.::.:r L c .x ,....,,-.,- ..a.:,. .. � t. .. 3. .w R :.F t ..,,....t .,..,.-. .,., ,..::::,, f.t .:: 1..�. 1 r, :c' :i'': O .,...:' ::... ..:.i 1. .,-g a n ,,.r-l. ., a :, .. i;"_... , ,. .:..,,'. . ..m ... .,:: .:.,, :'rs =r .:... t d n >�. >... . ✓ :.. y ;. a r. x,,, fi ;, , £ „ �_� r r ,. �._ Q 5 } . ...,>_ t ,. ... a �. I ,..,,. -.r:.v.... . t, :.: - .: ,. ,. k . . .. Y ;,; ij.0 fS :..;y,a t:..,:" I....:a ..r tF .3 it ..,.! L, as z 1 a.1.,..,r: .si :.e F .f .:... ... , .:.. ...:.,. , ,,.. . .,. I �t.,... ... . { ., ,- " ... .... ...3 ,...3. ,n.. .., m i , .:::,. r .,.. .:. ,.:., ... . , FY:� .A 't=�:q 1: -e:: r t , £r , f..'.,r. ,. c r M .�.,:.:. 3. r..A, f.,.a;P..,. .�t ( F:.: ..I ...t 1 ,h t. J;, ".w .,.'r+ e. WAE .:'•k p a r.,„� a ,..,,.., t.. , k ,< s..., ,. „ ,a,�11,,,, , , z $ .r „ . lam' 'j e. ,j ) :.... '11111 . nC .., a ,a. .,�. '�''..;..,. ..r... L .., : .;.,,., :. .. .. P a: ys,,. : : ,, v,... e.:.:-: ...,,.:. , 1. .a 1 r- ! t .K. ,. ,;.,Y, t :. L"..a ,t.r •t t, H t.. fl,.,. f f Fr ....r... ,.,a .a .,�, r,n. i .r r gg ...'�:,�, X 1 Y .,,.l;r j;: t. 4 .,. Z. ,.:r ,.,. .. ,..,, 1.i;.�':..r, i�a, t:j..,. .. € a ,..: -,. .Fs t _r., .,,. h+. __. .:., �. .r, a., ,. ,4 .. c s i ,, ,. ti W p f. .9 ,.[.... ,�,., it, d, .I tr & a. ,, i. h�. .£w F. i §. r.': .mot.... ..-.,.. .:.• .::.r ..:,.�. •. ..,, ,... 1 ... t l,.rr..t .. ..., ;...,.. e .c ,�, X. ..3 �� f .,..,< .. J, y o-fi a ,,., r�,:: �, z d. .+ .. 4 s, ...,..... ..d.: ..,- i -. :,£.- c: ., -::z .;.err-+ „ ,...5@. <. �:.. d.. :,; , t... ,.. ,,,_. :�, o a +.. :. ., ,;£,.1. , c:. �, .,t.... .. a"r 4A :a u. .:: s 2, .a. r_ ., r .,. ., �. v dG. u r k >,., _. t .,, ,.,,, ,:.,..,, ...; F, 5,... .,a. 2." r:,,.-,.: .._ r... .,�. r s o- t 1. .,.: .., ,,. y , ,:, , ., s ,r. -, ,.,. _,L , t .,,.t, .,., _t. :, �� + r .,, 8 '....z,. i f.: e... .. t. Y . ,..... ::. .,'.:,, ......a i. ,.:", .: ,_,> 1fTRT •,r..i v t�. Y 1, S j �.., s i..:'. .:c , �i, a. i .., , led%,P2 `" .:;i S� :.'A r ��pW 6 6 A 5'L f t,,, 11 �' 'Cry t �t. :1 t�:( '} E t E. � 4F t i':�, ,� r ��,� t t r �: y a t - r +tFa p�`s fd'i �'� ie f i i s r L o 'a .�d V '.'Yl p t J �.:i Y - 7 text ,�a+�iii1,+"1 t1 d`° L h •s, r t t ,�5 tr ,d �4.'V#a��P + ,.� � ! }I'l;r r, P wjy 4 r , r'`.. '-`oy y _To "WHIM x r 5 a r t 4 i� tS.r't ! t � p t s t S a r't { f� z.r t t 9 d 14tIM-0{ r i 4) e if ''l 3 .^to .. ..V,... :n .) nams"tt 3�¢r 4i s a t £'7rw fr � � AF1 3 {T [31t rr # :yeti- grd�....,u k ti^em.`^e#: ?S"�""° .",at"r,.,n r�'°k,!r.':sY"*„yti'.. k ,x•-.^�S,xi, ,'r - `+,.. ",'I ".r.," .r; 1. IL p1 .FI-I - .fa �jd3'fF}N��'f .r,5 �o fsJi5 y xt #,,+ , § t1. ai. '&x 8ex� ib:urs' "d�FJ r : MS:-a�r+afa,»-r #.:Y;#,�' a r. .,, :.+� _v, 1�11, •.;s: ,; ,, ,,,:<- (:;>: .e r n >t' { 2 d^ i r'd r, P J k 7, ill t P ,, al - —... i_ 1'�1114GW ft3ac $;,,:;:a'."i/„ik°",.�tiri.?,# wE ' t r. ,uu. :.c_ �< t �s"E' tio� Town of Barnstable L Building Department - 200 Main Street ASTABLE. * Hyannis, MA 02601 MASS. (508) 862-4038 rFo nna� - Certificate of Occupancy Application, 87324 CO Number: 20060001 Parcel ID: 252021 CO Issue Date: 04/27/06 Location: 101 LAKESIDE DRIVE EAST Zoning Classification: RESIDENCE 0-1 DISTRICT Owner: BEARD, GARY C & ROBIN L Proposed Use: 101 LAKESIDE DR CENTERVILLE MA 02632 . a Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 ' a P.O. BOX 95 CERTIFICATE OF OCCUPANCY RES CENTERVILLE, MA 02632 - Comments: L9'7)0 Bui ding Department Signature Date Signed POST IN A CONSPICUOUS PLACE 14 TOWN OF BARNSTABLE F BUILDING PERMIT 10 PARCEL ID 252 �021 G.EOBASE ID 16345 ADDRESS 101 LAKESIDE DRIVE EAST/ PHONE CENTERVILLE SIP LOT 1.35 BLOCK 4; LOT SIZE -- Ir DBA DEVELOPMENT DISTRICT CO MET .'TYPE BUILDR fflE IPTION REBUIT / � / � GAR 21AY 4 r CONTRACTORS: BAYSIDE BUILDING, INC Department of f A�CI� CS° Regulatory Services g Y TOTAL .FEES.: . '. $1,843.96 � ti BOND $.00 ��HE CONSTRUCTION COSTS $$98,528.00 101 SINGLE PAN! HOME DETACHED 1 PRIVATE 0_' * BAMSTABLE, ' 16�¢ 1 - . �FG MA'S A ' BUILDING DIVISION BY DATE ISSUED 10/04/20Q '`°'" EXPIRATION DINE i 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 OFTHIS 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. r BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS , ELECTRICAL INSPECTION APPROVALS Ali j low IPA, D( d out v 3 1 HEATING INSPEdTION PPROVALS ENGINEERING DEPARTMENT 2 RD O EAL� 4 - - OTHER: SITE PL N REVIEW APPROVAL i 14' ..Q E K SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ONTHISNSPECTOR HAS APPROVED'THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR/BY OUS STAGES OF CONSTRUC- NOTEDHS OF ATE THE PERMIT IS ISSUED AS TION PHONE OR WRITTEN_NOTIFjICA- "r � t I I r! t Y t, rH �D_VVN 0 8� 3 23 f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 19 6:2-' Parcel .2 Permit# Health Division (1 UU g= Date Issued L 0 Conservation Division : s ` -�� �L'0 /*V /Application Fee � "� Tax Collector Permit Fee Treasurer /_ —Coo Co PlanningDept. p SEPTIC SYSTEM MUST BE Date Definitive Plan Approved by Planning Board (�" A NSTALLED IN COMPLIANCE I��'ti'►O o WITH TITLE 5 Historic PreseI 1�i �8 a i ENVIRONM ENTAL CODE AND Project Street Address 1 be D,r/ 6✓8 E,57' Village �. it/T�,2 I/!L GJ!EF' , 4rlW Owner Gfl 4 y C. Fvl�g A Address /D/ ZIUC5/AF -Z>d. r-115T Telephone -7 7 .5^ /F Y3 Permit Request %D 0,411441/5ly FXI671 Jog ' ;V641E 4W7�� 361/LA A 3 '-CIO Al . 3 �/ Cft0'F u.) 17A 4AJ /9`77R6AFP L C&i- 0Ae,4cg Square feet: 1st floor: existing proposed /9a6 2nd floor: existing . proposed Total new d7f- Zoning District A 0 - Flood Plain C ' Groundwater Overlay Cif Project Valuation3�9,Z6 Construction Type Lot Size h CX¢S Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Tll""' Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes C9'I�lo On Old King's Highway: ❑Yes d'No Basement Type: dFull ❑Crawl WWalkout ❑Other Basement Finished Area(sq.ft.) /d r7 S' Basement Unfinished Area(sq.ft) SYD Number of Baths: Full: existing new 3 Half:existing new / r Number of Bedrooms: existing new 3 Total Room Count(not including baths): existing new 7 First Floor Room4 ount Heat Type and Fuel: N Gas ❑Oil ❑Electric ❑Other Central Air: 2'Yes O No Fireplaces:'Existing Newer_ Existing wood/coal stove: 0 Yes ~ No c.- Detached garage:❑existing. ❑new size Pool:❑existing ❑new size Barn:❑existing O'new. size Attached garage:❑existing Knew size 9� Shed:❑existing ❑new size Other: I �' Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ClYes 14 If yes,site plan'review# Current Use Proposed Use 5%//avGe ,i=f!/V e5 vr ice - BUILDER INFORMATION Name 23A YS /pe A211_b 1*6' , /A/C Telephone Number 7 2 / / tQ n Address P, 0• SOX t S License# Cjg N%� y Icy 6-4 3 Z Home Improvement Contractor# Worker's Compensation# wC/1 00 7 3�ld (0 l ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO S e-AlawAf�y /�-�- SIGNATURE lL -�—DATE /�/D FOR OFFICIAL USE ONLY PERMIT NO. , DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE - OWNER DATE OF INSPECTION: ro t4��µ�►� $ Trp.c¢ FOUNDATION. FRAME INSULATION.- FIREPLACE ELECTRICAL': ROUGH FINAL PLUMBING: ROUGH FINAL , GAS: ROUGH Ml FINAL' ' M FINAL BUILDING 2 l � 5 � • �3 `• DATE CLOSED OUT c) o ASSOCIATION PLAN NO. �'► L to RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE , New Buildings $100.00 Residential Addition $50.00 - AlterationdRenovations $50.00 Building Permit Amendment $25.0..0 . FEE VALUE WORKS MT NEW LNING SPACE - 3 square feet �- plus from WOW ka app -•AI,TERATIONSWNOVATIONS OF ERISTING SPACE square feet x$64/sq.foot= x.0041= plus frombelow(if applicable) GARAGES(attached&detached) f��_ square feet x$32/sq•ft._ 4/ I p x 0041= ACCESSORY STRUCTURE>120.sq.ft, >120 sf-500 sf $35,00 - >500 sf-750 sf 50.00 >750 sf•1000 sf 75.00 >1000 sf-1500 sf 100.00 - >1500 sf-SameAs new building permit: square feet x$96/sq.foot= x.0041s - STAND ALONE PERMITS .- = • Open Porch x S30.00(mmm�ber) • x$30.00= � � • . Desk ( F1repIace/Chlautey x$25.00= • (number) Inground Swimming Pool $60.00 Above Ground Swimming pool S25.00 Relocation Moving S150.00 -- (plus above if applicable) permit ee Pro]COlt E Town:of Barnstable OF� l� ~ Regulatory Services Thomas F _Geiler,,Director .: .�N Building Division TomPerry, Building Commissioner 200 Main Street, IJyannis,MA 02601. , a wwwAown.barustable.m&us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder I, y C• /� D ,as Owner of the subject property hereby authorize �G D/A/Q, �✓�. . . to act on niybehalf, in all matters relative to work authorized by this building permit application for: /D LfIAre lAF ZW. Awl57 �'�a?p-0 Vla-0 (Address of Job) r 1,16 5 F2.ure f Owner Date Print Name - C ,Parcel Detail Page 1 of 2 NNE VIk 1 1 � Logged In As: Parcel Detail Wednesday, September Planning Home Application Center Parcel Lookup Parcel Info Parcel ID 1252-021 _ w I Developer Lot IOT 135 Location 1101 LAKESIDE DRIVE EAST I Frontage€117 Sec Road I I Frontage village;CENTERVILLE I Fire District 1C-O MM Road Index 10859 Owner Info _ Owner 1BEARD, GARY C & ROBIN L I Co-owner Streets 10 LAKESIDE KESIDE DR I Streetz city ICENTERVILLE _ I State MA zip 02632 Country US Land Info Acres 10.40 �J use Single Fam MD zoning RD1 Nghbd PF07 _.. _ ..... _._...............�..._...... ,.. Topography Level Road .Paved Utilities Public Water,Gas,Septic Location Construction Info Building 1 of 1 Year --- Roof _ __ AC .-. 1973�-..-- Gable/Hi Central Built --. Struct p Type 201� 8 Asph/F GIs/Cm Bed 13 Bedrooms Effect Roof Rooms Area� Cover Style Ranch wall hDryw _,_. .__. � � Int'Drywall � Bath . Rooms; Model Residential �� Total 16 Rooms Rooms F � Grade Custom FloInt or .._.._... Bath Style Stories tchen 1 StL Ki StyleExt Wall Wood Shin le Heat Bath Carpet Wall��g� Fuel _._.._.........._.. _._.._.,._ _! Split Heat HOt Alr Found- Gas J Type � ation Permit History http://issgl/intranet/Pareelinfo/ParcelDetail.aspx?ID=18626 9/7/2005 Parcel Detail Page 2 of 2 Issue Date Purpose Permit# Amount Insp Date COMM 6/1/1993 B35919 $4,500 1/15/1994 12:00:00 AM CE DE ........................... ............ .......... ............... Visit History Date Who Purpose 10/24/2000 12:00:00 AM Paul Talbot Meas/Listed ------------------------------ ------- Sales History Line Sale Date Owner Book/Page Sale P 1 3/15/1993 BEARD, GARY C & ROBIN L C129692 2 WEINER, FRANK J C59612 Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parc( 2 2005 $205,100 $6,000 $0 $451,600 3 2004 $166,700 $6,000 $0 $451,600 4 2003 $178,200 $6,000 $0 $177,500 5 2002 $178,200 $6,000 $0 $177,500 6 2001 $178,200 $6,000 $0 $177,500 7 2000 $134,600 $3,200 $0 $105,000 8 1999 $134,600 $3,200 $0 $105,000 9 1998 $134,600 $3,200 $0 $105,000 10 1997 $171,300 $0 $0 $105,000 11 1996 $171,300 $0 $0 $105,000 12 1995 $171,300 $0 $0 $105,000 13 1994 $154,700 $0 $0 $94,500 14 1993 $154,700 $0 $0 $94,500 15 1992 $175,700 $0 $0 $105,000 16 1991 $179,900 $0 $0 $154,000 17 1990 $179,900 $0 $0 $154,000 18 1989 $179,900 $0 $0 $154,000 19 1988 $139,200 $0 $0 $71,100 20 1987 $139,200 $0 $0 $71,100 1 21 1 986 1 $139,2001 $01 $01 $71,1001 Photos http://issql/intranet/parcelinfo/ParcelDetail.aspx?ID=l 8626 9/7/2005 Affidavit of Substantial Financial Interest of N10 / C , on'.oath depose and state as follows: permit for the roe located at Map-2 Y-- , Parcel 1. I am an applicant for a building p property Z . The address of the property is OeIF i V�- F sUr ~�.��'�� 2. 1 have U % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. �`� D< , the 3. Within in the last twelve months from todaa following individuals or entities have had a 1 /o o a greater legal legch tal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: • � � Address !D! L-fjie•�'S 1 0 E Name 6;14 Y C. • twelve months, from toddy's date,which is D , I have had 4. Within the last :a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application. Map/Parcel Address w� irk ��L ,� '-7z/i 4y. as � cg4 ")AY �fY�•���s a-7i/ 1 It-( ii 5. Within this calendar year, I.have submitted a_..building permit applications for property in which I have a 1% or greater legal or equitable Interest. Within the last ten days, 1 have sub g, mitted 0 building permit applications for property in which l have a 1%or greater legal or equitable Interest. Within this month, l have submitted 7. 4 building permit applications for.property in which i have a 1% legal or equitable interest. g, Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. Signed under the p pains and penalties of perjury,•thist/iday of ✓�e toon�nnooxuiral�� a��/l�izOJ�aC�uAe/Yd BOARD OF BUILDING REGULATIONS Lleeti$e: CONSTf2UCTION SUh�RVISOR r Number,`C§.. 006645 f , Bit titdHtb-104/19/1956 SX�IrB� 91. 06 Tr. no: 22256 BR1AN T DACEY 62 ERNBROOK LN ) CENTEKVILLE, MA o2�31 /1ct„y c mis oner The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Workers' Compensation Insurance Affidavit Applicant Information: PLEASE PRINT NAME b�9Y6 /N16 /A/C LOCATION CI. O X q,5 CITY CCJF1V TE VZ �� STATE I/�A ZIP CODE JoL�3 mZ PHONE# 5 6 !Y` TV —` 1 yU O I am a homeowner performing all work myself. Q I am a sole proprietor and have no one working in any capacity. y8[ I am an employer providing workers' compensation for my employees working on this job. Company Name yS /��_ Gl/L.?)/xi e! . /41 G . Address to e /3 Q X City CE/V745K V ILL State /0/4 Zip Code G�oZ 6� - Phone# Insurance Co. 19C n'14 I&IL C 11 Policy#_1VC/-_ OCR 73 y106' I U Expiration Date ! LOU3 I am a sole proprietor general contractorfor homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation policies: Company Name -576EE- 1 TTAQfGb US 7- Address City State: Zip Code Phone# Insurance Co. Policy# Expiration Date Company Name Address City State Zip Code Phone # Insurance Co. Policy# Expiration Date Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to i 1,500.00 anchor one years imprisonment as weii as civil peuaicies in cite iorni of a STivr vv 6i--N vnuaR auu a fine of S i00.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. do hereby certify under the pains and penalties ofperjury that the information provided above is true and correct. Signature Date Print name I /lf T. 7 T) Y Phone# `7 A 221 60 M Official use only—do not write in this area—to be'completed by city or town official i City or town Permit/license## 0 building Department ' O Licensing Board O Selectmen's Office O Health Department O check if immediate response is require) O Other Contact person Phone# A Subcontractors Insurance Certificates As of 5/16/2005 Sub Contractor General Liability Workers Comp 2005 Status A Concrete Answer 06/28/03 06/28/05 08/27/03 08/27/05. 508-420-1997 OK Concrete work Airtech 7/25/03 07/25/05 9/19/03 9/20/05 508-945-2466 OK Copper All Cape Garage Door 6/1/03 6/1/05 6/1/03 6/l/05 508-398-2757 OK Garage doors Aluminum Products of Cape 8/15/03 08/15/05 8/15/03 8115105 508-394-8546 OK Storms, screens, gutters American Floors 3/4/03 03/04/06 508-362-6400 OK Oak floors Brian Tracey Arne Excavating & Paving 7/14/04 7/14/05 7/30/04 7/30/05 508-748-2060 OK Excavation James Arne Assurance Excavation Inc 08/01/03 08/01/05 11/20/03 12/24/05 508-771-7410 OK Excavation. Res. Mamt, Res. MQmt Jeff Brown Atlantic Kitchen and Bath 04/01/05 04/01/06 04/01/05 04/01/06 Bob Gluskin OK . ATC Ceiling Y.S stems 8/8/02 8/8/05 10/3/03 10/3/05 508-420-2053 OK _ Suspended ceilings R Alan Conlon Averinos, Anthony 7/20/03 04/06/05 7/20/03 7125/05 508-362-2762 Requested new GL certificate Tile Baltic Security 5/6/03 5/6/05 508-833-0996 Has exemption from state for worker's Alarms comp insurance. Requested gl certificate Page 1 5/16,#)5 a Baxter Inc 8/1/03 8/1/05 10/6/03 10/6/05 508-775-0375 OK Frame Labor Baxter,Nye & Holmgren 01/25/04 1/27/06 8/20/04 8/20/06 508-428-9131 OK Engineers Bayside Electrical Contr. 10/05/04 10/05/05 08/18/04 08/18/05 508-771-7270 OK Electrician Bortolotti Construction 3/7/03 3/7/06 3/7/03 3/7/06 508-771.-9399 OK Fill, loam Boston Closet Co 11/16/04 11/16/05 11/16/04 11/16/05 Moe Delaney OK BSC Group 01/01/04 01/01/06 01/01/04 01/01/06 508-778-8919 OK Surveyors Budden , Robert W. l/1/04 111105 2/20/03 2/15/05 508-775-3988 Requested updated certificates Oak floors Cabral's Masonry 11/10/04 11/10/05 8/20/04 8/20/05 Michael Cabral OK Campbell, William 8/26/04 8/26/05 7/13/04 7/13105 508-790-3517 OK Painter c:508-367-1238 Cape Cod Closet Systems, 06/30/04 06/30/05 06/30/04 06/30/05 508-888-4376 OK Mattes, Ronald J. Closets Cape Cod Concrete Pumping l/l/04 09/01/05 9/1/03 9/l/05 508-420-2800 OK Cape Cod Fireplace Shop 4/5/03 4/5/04 11/30/03 11/30/03 508-775-2511 Requested updated certificates Gas log Cape Golf Construction, 4/22/04 4/22/06 4/11/04 4/11/06 508-362-3005 OK Tom Kennedy Excavation . . Carpet Barn Inc 111105 l/1/06 111105 1/1/06 508-548-1443 OK Carpets Central Vacuum House 12/01/04 12/01/05 12/01/04 12/01/05 508-420-5622 OK Div of EF Winslow Plumb & cl: 508-826-0029 Heating Inc Eric Branzetti Central Vacuum Chaves, Robert 08/13/04 08/13/05 12/17/04 12/17/05 508-362-9929 OK Electrician City Crane 07/29/04 107/29/05 08/10/04 08/10/05 OK Frame Labor Clancy, John 07/01/04 07/01/05 10/01/04 10/01/05 508-477-3266 OK jVlason Contractor Page 2 5/16/05 Costa, Christopher 1/22/04 1/22/06 ProfLiab:5/23/04 Prof Liab:5/23/05 508-548-6424 OK Omni Environmental omoi2/21/03 omni:2/21/06 Systems Engineers Coy's Brook, Inc 4/24/04 4/24/06 9/21/04 9/21/05 508-394-8442 OK Landscape Creswell Siding 5/19/03 - 5/19/05 4/19/03 4/19/05 508-775-4285 OK Siding Steve Creswell Cunningham Construction 1/31/04 1/31105 Requested updated certificates Siding Dartmouth Pools & Spas 111105 1/l/06 111105 1/l/06 508-998-7100 OK Pools and spas Davids Building & Remodel 111105 1/l/06 6/14/04 6/14/05 508-428-4154 OK Interior trim Dave Vankleek Dave Schafer Drew Electric 1/21/04 08/28/05 8/28/04 8/28/05 508-778-0723 OK Electric Duffley, Michael 4/1/04 4/1/05 4/8/04 4/8/05 C:508-737-6474 Requested updated certificates Framer Eaton Construction 11/30/04 .11130105 12/04/04 12/04/05 Randy Eaton -OK Foundation painting Fucillo Construction Inc 10/20/04 10/20/05 10/23/04 10/23/05 508-540-2821 OK concrete GAF Engineering 09/01/04 09/01/05 07/22/04 07/22/05 OK engineering Gardner.Concrete Forms 05/01/04 05/01/06 05/01/04 05/01/06 508-759-5630 OK foundations Govoni Land Services 5/31/03 5/31/05 07/04/03 09/20/05 508-400-2111 OK Lot ciecrring Peter Govoni Hill Construction 4/29/04 4/29/06 8/14/04 8/14/06 508-888-8154 OK David Hill Framing contractor Horsley Witten Group Inc 12/13/04 12/13/05 05/01/04 05/01/05 Requested updated certificate Engineering In Place/DM Design 01/20/04 01/20/06 02/18/04 02/18/06 OK J & J Concrete 7/13/04 . 7/13/05 01/01/05 01/01/06 508-457-1131 OK Foundations Page 3 5/16/05 JAG Cleaning Corp, 5/7/04 5/7/05 08/25/04 8/25/05 508-477-7497 Requested updated certificate M&M Cleaning Cleaning Jalbert,Ned 04/15/15 4/15/06 508-836-9999 Requested updated certificate James Construction 07/11/04 07/11/05 Johnson, Steven 04/25/04 04/05/06 04/25/04 04/05/06 OK Framer Joyce Landscaping 11/15/04 11/15/05 04/07/04 04/07/05 Chris Joyce Requested updated certificate Kitchen Appliance Mart and 8/12/04 8/12/05 1/1/05 1/l/06 508-771-2221Y4 OK Electronics Appliances Kitchen and Bath Designs. 02/04/04 02/04/06 10/07/04 10/07/05 OK Unlimited Kitchen Creations 3/30/04 3/30105 01/22/04 1/22/05 508-775-5311 Requested updated certificates Cabinets L & M Glass Co, Inc 5/1/04 5/1/06 5/1/04 5/1/06 508-778-6888 OK Mirrors, shower doors - Lauder, Jeffrey R. 12/09/04 12/9/05 508-420-0538 OK Bobcat 221-1046 LHS Construction Inc 4/l/04 4/1/06 4/1/04 4/1/06 508-564-7877 OK MacDonald Concrete 01/09/04 01/09/06 04/07/04 04/07/06 774-219-1012 OK Finishing MAP Insulation Co, Inc 3/1/04 10/1/06 Umbrella: 508-888-3599 OK American Building Systems 3/1/04 3/1/06 Peter Taylor Insulation 8/1/04 8/1/05 Meagher Construction 6/19/04 06/19/05 06/23/04 6/23/05 508-726-3202 OK Framer RA Mitchell 08/04/04 08/04/05 01/01/05 01/01/06 OK Generators Morse, Richard W. Sr. 3/10/04 3/10/06 7/30/04 7/30/05 508-888-8489 OK Cellar floors MTF Custom Finish 3/5/04 3/5/06 3/5/04 3/5/06 508-888-3075 OK Interior trim Mike Fitzpatrick Northern Sealcoating Inc 7/1/04 01/22/06 4/1/04 4/1/06 508-398-9474 OK Driveways (paving) Omni Environmental 01/22/05 01/22/06 02/21/04 02/21/05 Matt Costa OK Systems Page 4 5/16/05 Septic Design/Testing Pride Flooring. 6/13/04 6/13/05 6/15/04 6/15/05 508-420-8727 OK FCoor InstaCCation Pro Fence 3/26/04 "3/26/06 3/26/04 3/26/06 508-394-4800 OK Custom Fencing R& H Construction, Inc 2/15/04 2/15/06 12/21/04 12/31/05 508-540-9074 OK Excavation Race, D Michael 11/l/04 07/30/05 8/6/04 8/6/05 508-759-9794 OK Race Framing Framer Reed, Mel 7/21/04 7/21/05 7/21/04 7/21/04 508-775-1616 OK Sheetrock. Scannell, D.A. Well Drilling 9/12/04 9/12/05 09/20/04 9/20/05 508-477-2811 OK' Wells Seaside Alarm 02/25/05 02/25/06 02/10/05 f 02/10/06 OK Sethares, Mark 6/16/04 6/16/05 6/16/04 6/14/05 508-548-0507 OK Foundation Shaw Woodworking 04/19/05 04/19/06 02/24/05 02/24/06 Jim Shaw OK Cabinet Maker Stewart Painting 07/29/04 07/29/05 07/15/04 07/15/05 Sheldon Stewart OK Terra Nova Marble & 7/1/04 7/1/05 7/1/04 7/1/05 800-570-1526 OK Granite Triple Crown Construction 07/30/04 07/30/05 12/12/04 12/12/05 508-833-6500 OK . trim Kevin Fitzpatrick Weller& Assoc 08/15/04 08/15/05 508-775-0735 OK Engineers Whiteley, W. Vernon 10/01/14 10/01/05 10/3/04 10/3/05 508-945-1100 OK ' Plumbing & heating Server/Subs and Vendors/Certificates of Insurance 2002.doc Page 5 5/16/05 „j. MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2.01 Checked by/Date CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 8-5-2005 DATE OF PLANS: 5/16/2005 TITLE: BEARD RESIDENCE PROJECT INFORMATION: 101 LAKESIDE DRIVE EAST, CENTERVILLE COMPANY INFORMATION: BAYSIDE BUILDING, INC. COMPLIANCE: PASSES Required UA = 813 Your Home = 665 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 1944 30.0 0.0 69 WALLS: Wood Frame, 24” O.C. 4754 19.0 0.0 278 GLAZING: Windows or Doors 621 0.350 217 DOORS 21 0.400 8 FLOORS: Over Unconditioned Space 1944 19.0 0.0 # 92 ------------------------------------------------------------------------------- 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 Date I MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 BEARD RESIDENCE DATE: 8-5-2005 Bldg. 1 Dept. 1 Use CEILINGS: [ ] I 1. R-30 Comments/Location WALLS: [ ] 1. Wood Frame, 24" O.C. , R-19 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1. U-value: 0.35 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location DOORS: [ ] 1. U-value: 0.4 Comments/Location FLOORS: [ ] 1. Over Unconditioned Space, R-19 Comments/Location AIR LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture ' shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications. } DUCT INSULATION: [ l Ducts shall be insulated per Table J4.4.7.1. DUCT CONSTRUCTION: [ ] All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ ] 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. HVAC EQUIPMENT SIZING: [ ] ( Rated output capacity of the heating/cooling system is not greater than 1250 of the design load as specified in Sections 780CMR 1310 and J4.4. [ ] SWIMMING POOLS: 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. [ ] HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in.) : PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5=4" Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 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 CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following- levels (in.) : PIPE SIZES (in.) NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" I 0-1.25" 1.5-2.0" 2.0+,, 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 ----NOTES TO FIELD (Building Department Use Only) ------------------------- M - � } u . y t•2s'+`� - � _ a.;: T' cx,_:' i.:.`�,''fsZ7'.M� �1 K.icy.,,. ._ r � it •:. q Y ` OWNER'S DUPLICATE wi (E co- CAm �y f"S1• ° i•, A ", �• a Al �'� jW' �, y" e -r•^ N Gn• p y .y. f0 !D O xar x.,.." �y°yv{••WkNw J�.+: s art CERTIFICATE r o a � w °' �-� � .� ,� c s 3 `�.m� �: s I - NOTICE ,�� v'� c.,' ,'. .:;, <:r• - y � m m 5 m 7 n m O 7 • G.y 1 O 7'.'< '. -�y �•n 5 G._ � 1. o� t...A a �z fr -s"� '�''.• r. "� :t:..,,y;.`.'f"s, _ m in THE ENCLOSED DOCUMENT IS YOUR CERTIFI- O F TITLE m no5 f9-me ? c o c w f CATE OF TITLE TO THE PROPERTY WHICH IT o - —,° $ �. m n 0 5 0 ^4• ^i n $. DESCRIBES.IT IS SENT TO YOU WITH THE SUG- GESTION THAT YOU KEEP IT IN A SAFE PLACE r WITH YOUR OTHER IMPORTANT PAPERS l�" � (� -;� ��F_y. 5�,L�, ""C. p tk3' D O i? �.. p,to a• Vfl `?.' �e+a•r ,u ;k',€,..}"'`.w .,�r z_„, •.:Y�,^^' s '•s" p'"` '� .y`."` ---- ``G Gq ' .,On"! -t E° `x}$ �„,p.., 'a, "s' far'.rf` +"fin <n ,m-�. P.9.° < `s• i YOUR CERTIFICATE IS THE DUPLICATE OF A. a R a �,� .• o ff s e°, t }CERTIFICATE ON PERMANENT,_RECORD:AT �' 3 � w o°, fD < = w THE BARNSTABLE COLJIVTY REGISTRY OF 129692 y a c �• .r4OQ DEEDS AFFECTING ALL INSTRUMENTS YOUR Gary C. Beard (SO) _ S ° --O m °i " n a- x� CERTTFICATE'�`ARE ALSO ON PERMANENT 101 Lakeside Drive East O A. ?O 7 O "< S psi .n.. 0.n s �'' x' -* ti^••.+ee a.x^z«. `7 y 4 °O RECORD AND MAY BE#EXAMINED OR COPIED Centerville, MA 02632 n i A4 yi,�• �} a A m �_ . c N `" Cr c no. m r, 00 5 = ON REQUEST 3. Cr y m.ti� `� ."-�, �' "''�_u'•s; 'a, .. y ° f9 = n m^ = m .Th►s certificate must accompany every voluntary O ,wM1x,3. , •^3Fi r,;vx .x ` .�- •+.. T s y instrument relating:to this property which is , �� .I x• o �° a co ° e a :'_ Presented at the Registry of It should be mailed or delivered to this office upon m m oo 03 � c ° .� Tod - ,w� c° m n. request when a involuntary instrument affecting n a o c c n c7o o.° ° ; this property is registered so that the same may beis , a n T noted hereon v o, 5 �. :° °A p rt_ If it is lost,a petition for new certificate should be LAND .`(COURT E; m filed at once m an the Land Court et Boston. x� x,... BARNSTABLE .COUNTY • H m When a certificate holder dies,'a petition for new c F. ,vino ? _ certificate after death should be filed in the Land REGISTRY DISTRICT n m :r Court if the property goes to heirs or devisees. { E o 7 0 0 3 In F y m F a o JOHN F. MEADE 5• m — v o REG O ISTER F DEEDS _ _ _-----------"-----.__- Book 1063 Page 92. Doc. No. 578,700 Ctf. No. 129692 :: me�, 't TRANSFER CERTIFICATE OF TITLE krt'' From Transfer Certificate No. 59612 Originally Registered August 13, 1973, in Registration Book 479 Page 52 for, the Registry District of Barnstable County. THIS IS TO CERTIFY that Gary C. Beard and Robin L. Beard, husband and wife, of 101 Lakeside Drive East, Centerville, Massachusetts 02632, are the owner(s) in fee simple as tenants by the entirety of that land situated in Barnstable +� in the County of Barnstable and Commonwealth of Massachusetts, bounded and described as follows: LOT 135 ' PLAN 20239-C (Sheet 6) Said land is subject to and has the benefit of the"easement, rights and stipulations set forth or referred to in Certificate of Title No. 28117 so far 'A as in force and applicable. So much of said, land as is included within the limits of Lakeside Drive as shown on said plan is subject to the rights of all others lawfully entitled thereto in and over the same. Said land is subject to the Special Provisions set forth in Document No. 178,032. i. , s, n And it is further certified. that said land is under the operation and provi- sions of Chapter 185 of the General Laws, and that the title of said NO;1 Gary C. Beard and Robin L. Beard, . to said land is registered under said Chapter, subject, however, to any of the encum- brances mentioned in Section forty-six of said Chapter, which may be subsisting. WITNESS, ROBERT V. CAUCHON, Chief Justice 'of the Land Court, at Barnstable, in said County of Barnstable, the thirty-first day of March in the year nineteen hundred 1 ' and ninety-three, at 11 o'clock and 30 minutes. Attest, with the,Seal of said Court, �'`�^K►�. JOHN F. MEADE, Assistant Recorder.` Land Court Case No. 20239 Uniformly Loaded Floor Beam[AISC 9th Ed ASD]Ver: 6.00.5 Bv: on: 09-13-2005 : 2:59:25 PM Project: BEARD RESIDENCE This anal s s w wITCH as enerated bNY AST an evalu`a on,version of StruCalc 6." _ Y 9 Y 0 Summarv:A36._-W - x r 8x31 _19.0 FT Section Adequate By: 173.1% Controlling Factor:Moment of Inertia Deflections: Dead Load: DLD= 0.14 IN Live Load: LLD= 0.21 IN.=L/1103 Total Load: TLD 0.35 IN =U655 Reactions(Each End): Live Load: LL-Rxn= 2138 LB Dead Load: DL-Rxn= 1458 .` LB. Total Load: TL-Rxn= 3596 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.83 IN Beam Data: Span: L= 19.0 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria U 240 Floor Loading: Floor Live Load-Side One: # LL1= 30.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 7.5 FT Floor Live Load-Side Two: LL2= 0.0 PSF Floor Dead Load-Side Two: DL2= 0.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Wall Load: WALL= 10 PLF Beam Loadinq: Beam Total Live Load: wL= 225 PLF Beam Self Weiqht: BSW= 31 PLF Beam Total Dead Load: wD= 154 PLF Total Maximum Load: WT= 379 PLF Properties for: W8x31/A36 Yield Stress: Fv= 36 , KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 8.00 IN Web Thickness: tw= 0.29 IN Flanqe Width: bf 8.00 IN Flange Thickness: tf= 0.44 IN Distance to Web Toe of Fillet: k= 0.83 IN Moment of Inertia About X-X Axis: Ix= 1.10.00 IN4 Section Modulus About X-X Axis: Sx= 27.50 IN3 Radius of Gyration of Compression Flanqe+ 1/3 of.Web`. rt= 2.18 IN Design Properties per AISC Steel Construction Manual: Flanqe Bucklinq Ratio: FBR= 9.19 Allowable Flanqe Buckling Ratio: AFBR= 10.83 Web Bucklinq Ratio: WBR 28.07 Allowable Web Bucklinq Ratio: AWBR= 106.67 Controllinq Unbraced Lenqth: Lb 0.0 FT Limitinq Unbraced Lenqth for Fb=.66*Fy: Lc= 8.44 FT Allowable Bendinq Stress: Fb= `< 23.76 KSI Web Heiqht to Thickness Ratio: h/tw= 25.02 Limitinq Web Heiqht to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI .Design Requirements Comparison: Controllinq Moment: M= 17080 FT-LB Nominal Moment Strength: Mr=. 54450 FT-LB Controllinq Shear: V= 3596 LB Nominal Shear Strength: Vr= 32832 LB Moment of Inertia(Deflection): Ireq= 40.28 IN4 1= 110.00 IN4 P co Uniformly Loaded Floor Beamf 2000 International Buildinq Code(97 NDS)]Ver: 6.00.5 Bv:.,_on:_09-13-2005 : 2:45:32 PM Project: BEARD RESIDENCE-Location'FIRST,FLOOR FLUSH GIRDER1 Summary: This analysis was generated by an evaluation version of StruCalc 6.0 ( 3) 1.75 IN x 9.5 IN x 12.0 FT /Versa-Lam 2800 Fb DF-Boise Cascade Section Adequate By: 23.7% Controllinq Factor: Moment of Inertia/Depth Required 8.85 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.13 IN Live Load: LLD= 0.32 IN = U445 Total Load: TLD= 0.45 IN = U317 Reactions(Each End): Live Load: LL-Rxn= 3120 LB Dead Load: DL-Rxn= 1264 LB Total Load: TL-Rxn= 4384 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.93 IN Beam Data: Span: L= 12.0 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 9.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2 4.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 520 PLF Beam Self Weiqht: BSW= 16 PLF Beam Total Dead Load: wD= 211 PLF Total Maximum Load: wT= 731 PLF Properties For: Versa-Lam 2800 Fb DF-Boise Cascade Bendinq Stress: Fb= 2800 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc perp= _ 900 PSI Adjusted Properties Fb'(Tension): Fb'= 2874 PSI Adjustment Factors: Cd=1.00 Cf=1.03 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 13151 FT-LB 6.0 ft from left support F Critical moment created by combining all dead and live loads. Controllinq Shear: V= 3857 LB At a distance d from support: Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 54.92 IN3 S= 78.97 IN3 Area (Shear): Areq= 20.30 IN2 A= 49.88 IN2 Moment of Inertia (Deflection): Ireq= 303.22 IN4 1= 375.10 IN4 �J Uniformly Loaded Floor Beam[AISC 9th Ed ASD]Ver: 6.00.5 By: on: 09-13-2005 : 2:56:23 PM Project: BEARD RESIDENCE-Location;GARAGE STEELtB:EAMS Summary: This analysis was-generated-by an evaluation version of StruCalc 6.0 A36 W 12x26 x 23.0 FT Section Adequate By: 73.6% Controlling Factor: Moment Deflections: Dead Load: DLD= 0.23 IN Live Load: LLD= 0.38 IN = U720 Total Load: TLD= 0.61 IN=U450 Reactions(Each End): Live Load: LL-Rxn= 4140 LB Dead Load: DL-Rxn= 2484 LB Total Load: TL-Rxn= 6624 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.68 IN Beam Data: Span: L= 23.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1= 30.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 6.0 FT Floor Live Load-Side Two: LL2= 30.0 PSF Floor Dead Load-Side Two: DL2=. 15.0 PSF Tributary Width-Side Two: TW2= 6.0 FT Wall Load: WALL= 10 PLF Beam Loadinq: Beam Total Live Load: wL= 360 PLF Beam Self Weight: BSW= 26 PLF Beam Total Dead Load: wD= 216 PLF Total Maximum Load: wT= 576 PLF Properties for: W12x26/A36 Yield Stress: Fv= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 12.22 IN Web Thickness: tw= 0.23 IN Flanqe Width: bf= 6.49 IN Flanqe Thickness: tf= 0.38 IN Distance to Web Toe of Fillet: k= 0.68 IN Moment of Inertia About X-X Axis: Ix= 204.00 IN4 Section Modulus About X-X Axis: Sx= 33.40 IN3 Radius of Gyration of Compression Flanqe+ 1/3 of Web: rt= 1.72 IN Design Properties per AISC Steel Construction Manual: Flanqe Bucklinq Ratio: FBR= 8.54 Allowable Flanqe Buckling Ratio: AFBR= 10.83 Web Bucklinq Ratio: WBR= 53.13 Allowable Web Bucklinq Ratio: AWBR= 106.67 Controllinq Unbraced Lenqth: Lb= 0.0 FT Limitinq Unbraced Lenqth for Fb=.66*Fy: Lc= 6.85 FT Allowable Bendinq Stress: Fb= 23.76 KSI Web Heiqht to Thickness Ratio: h/tw= 49.83 Limitinq Web Heiqht to Thickness.Ratio for Fv=.4"Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controllinq Moment: M= 38088 FT-LB Nominal Moment Strength: Mr= 66132 FT-LB Controllinq Shear: V= 6624 LB Nominal Shear Strenqth: Vr= 40473 LB Moment of Inertia(Deflection): Ireq= 108.73 IN4 1= 204.00 IN4 Multi-Loaded Beam[AISC 9th Ed ASD 1 Ver: 6.00.5 By:_,_on:_09_13-2005:_2:59:56 PM Project: BEARD RESIDENCE-Location:(KITCHEN_/GREATRQQM CEILING FL'USHI Summary: This analysis was generated by an evaluation version of StruCalc 6.0 A36 W8x15 x 15.0 FT Section Adequate By: 155.9% Controlling Factor: Moment Center Span Deflections: Dead Load: DLD-Center= 0.09 IN Live Load: LLD-Center= 0.12 IN =U1537 Total Load: TLD-Center= 0.20 IN= U887 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 1801 LB Dead Load: DL-Rxn-A= 1279 LB Total Load: TL-Rxn-A= 3080 LB Bearing Length Required (Beam only, support capacity not checked): BL-A= 0.62 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 507 LB Dead Load: DL-Rxn-B= 404 LB Total Load: TL-Rxn-B= 911 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.62 IN Beam Data: Center Span Length: L2= 15.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2=Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 15.0 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: U - 240 Center Span Loading: Uniform Load: Live Load: wL-2= 10 PLF Dead Load: wD-2= 0 PLF Beam Self Weight: BSW= 15 PLF Total Load: wT-2= 25 PLF Point Load 1 Live Load: PL1-2= 2158 LB Dead Load: PD1-2= 1458 LB Location(From left end of span): X1-2= 3.0 FT Properties for: W8x15/A36 Yield Stress: Fv= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 8.11 IN Web Thickness: tw= 0.25 IN Flange Width: bf= 4.01 IN Flange Thickness: tf= 0.32 IN Distance to Web Toe of Fillet: k= 0.62 IN Moment of Inertia About X-X Axis: Ix= 48.00 IN4 Section Modulus About X-X Axis: Sx= 11.80 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.03 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 6.37 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: -WBR= 33.10 Allowable W6b Buckling Ratio: AWBR=. 106.67 Controlling Ohbraced Length: Lb= 0.0 FT Limiting,Unbraced Length for Fb=.66*Fy: Lc= 4.23 FT Allowable Be4nq Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 30.53 Limitirih Web Height to Thickness Ratio for Fv=:4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design RequireMents Comparison: Controlling Moment: M= 9128 FT-LB 3.0 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr= 23364 FT-LB Controlling Shear: V= 3080 LB At left support of span 2(Center Span) ' Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strength: Vr= 28612 LB Moment of Inertia(Deflection): Ireq= 12.98 IN4 1= 48.00 IN4 Uniformly Loaded Floor Beam[2000 International Buildinq Code(97 NDS)]Ver: 6.00.5 By: , on: 09-13-2005 : 2:53:22 PM Project: BEARD RESIDENCE-Location.- SECOND FLOOR HEADER Summary: This analysis was generated by an evaluation version of StruCalc 6.0 (2 ) 1.75 IN x 9.5 IN x 9.5 FT /Versa-Lam 2800 Fb DF-Boise Cascade Section Adequate By: 116.8% Controllinq Factor: Section Modulus/Depth Required 7.09 In *Laminations are to be fully connected to provide uniform transfer of Loads-to all members Deflections: Dead Load: DLD= 0.06 IN Live Load: LLD= 0.13 IN =U864 Total Load: TLD= 0.19 IN =U604 Reactions(Each End): Live Load: LL-Rxn= 1710 LB Dead Load: DL-Rxn= 738 LB Total Load: TL-Rxn= 2448 LB Bearing Length Required(Beam only, support capacity not checked)'. BL= 0.78 IN Beam Data: Span: L= 9.5 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1 40.0 PSF Floor Dead Load-Side One: DL1=' 15.0 PSF Tributary Width-Side One: TW1 9.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 10 PLF Beam Loadinq: Beam Total Live Load: wL= 360 PLF Beam Self Weiqht: BSW= 10 PLF Beam Total Dead Load: wD= 155 PLF Total Maximum Load: wT= 515 PLF Properties For: Versa-Lam 2800 Fb DF-Boise Cascade Bendinq Stress: Fb= 2800 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc perp= 900 PSI Adjusted Properties Fb'(Tension): Fb'= 2874 PSI Adjustment Factors: Cd=1.00 Cf=1.03. Fv': Fv'= 285 PSI Adjustment Factors:Cd=1.00 Design Requirements: Controllinq Moment: M= 5814 FT-LB 4.75 ft from left support Critical moment created by combining all dead and live loads. " Controllinq Shear: V= 2056 LB At a distance d from support. Critical shear created by combining.all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 24.28 IN3 S= 52.65 IN3 Area(Shear): Areq= 10.82 IN2 A= 33.25 I N2 Moment of Inertia(Deflection): Ireq= 104.15 IN4 1= 250.07 IN4 JAN. 6.2006 1:11pil BAYSIDE BUILDING C0.5087750155 1`10.860 F. 1lE irr �I � z .. ..... •,�..�1i11�.o.�.,.a . �....x� .,_✓ ...._ :.• .mow�"�` _ � ---- .._ .:_.� rn , r Uniformly Loaded Floor Beam[2000 International Buildinq Code(97 NDS)]Ver. 6.00.5 By: on: 09-13-2005: 2:50:14 PM Project: BEARD RESIDENCE-Location: FIRST FLOOR GIRDERS This analysis was generated by an evaluation version of StruCalc 6.0 Summary: (2 ) 1.75 IN x 9.5 IN x 8.0 FT /Versa-Lam 2800 Fb DF-Boise Cascade Section Adequate By: 75.0% Controllinq Factor: Section Modulus/Depth Required 7.24 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.05 IN Live Load: LLD= 0.12 IN= U814 Total Load: TLD= 0.17 IN=U579 Reactions(Each End): Live Load: LL-Rxn= 2560 LB Dead Load: DL-Rxn= 1042 LB Total Load: TL-Rxn= 3602 LB Bearing Length Required (Beam only, support capacity not checked): BL= 1.14 IN Beam Data: Span: L= 8.0 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 9.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 7.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 10 PLF Beam Loadinq: Beam Total Live Load: wL= 640 PLF Beam Self Weiqht: BSW= 10 PLF Beam Total Dead Load: wD= 260 PLF Total Maximum Load: wT= 900 PLF Properties For: Versa-Lam 2800 Fb DF-Boise Cascade Bendinq Stress: Fb= 2800 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc perp= 900 PSI Adjusted Properties Fb'(Tension): Fb'= 2874 PSI Adjustment Factors: Cd=1.00 Cf=1.03 Fw: Fv'= 285 PSI Adiustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 7203 FT-LB 4.0 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 2953 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 30.08 IN3 S= 52.65 IN3 Area(Shear): Areq= 15.54 IN2 A= 33.25 IN2 Moment of Inertia(Deflection): Ireq= 110.57 IN4 1= 250.07 IN4 F I- JAN. 6.200� 1c11P" BRYSIDE BUILDING C0.5087750155 NO. P.2i2 �... rd�1 ^tJ T�UCr� a .y ~` Double 1-314" x 74W' VERSA-LAW 2.0 3100 Nbor BO&MUVOI 171301 BG CALCO 9,2 DWgin Report-US 5 spans f No cantilevers I a112 slope H04y,January 00,2005 09:23 Build 141 J®la Name, SMARD RES, Fiie Name: SHEPLEYS BEARD RES"140.13CC Pese"Olon:Level 1tr-901 Aditi%s: s collar MLL SWP140 City,St8lt6,;ip, ,MA 02549 aealoner: Customer: shepley Wood Products Company: Shepley Wood Products Code r+aeorfs: ESR-1040 Miser L1.B53 im 11 231 a Iha I,1.192 U LL 2975Ibs L- 30*5 IbF LL 922 Ws DL451 IDs Di_199d The RL6291bS QL I Sig Ibs P41822 ibs D1.38810% Total or Horiaontol Dasi n 5 qns=2"0.01 {,na uRllmary Love Dead Snow wind Roof Live In DesedEflon Load lyae-—R#.f 8brt__ End 400% 90% 41 M6 1339A 1aa56 'Drib 1 Standard Load, Unf.Area Left 00.00.00 29►00.01 . m-40 pof 10 pat '• as-qo-co 2 UK Lin, Left 00.00.00 29.00.01 120 plf n1a Controls Summate yelyp_ . %AlIg able Duratia-on Laad case Soon Loeatlon Disclosure Pas.Mciment 2714'ft-Om 32,4% 100% 1® . 4„ Intsmal comptateneae 010 aoourno}r of inpo mutbt Nag.moment .3470 ft-lbs 41.4% 100% 24 4- Right be vatlfied ppyy anyone who would,rely an End Shear .920 lhG 19.1% 100% 14 5•MOM nutput as svldah�of gye�gbil4ty#�r Cont.Shear 21 S8 ibs 45.4% 100% 24 4-Right pm 'curler applicaVon,Cytput flare posed uplift 2811168 nla 24 2.ftht an qutdlnp coda.®ocepted deal n Total�021�DO. 1J7$7(0.1,�5'y 30a$°�s 1$ 4 rop0(tlea and ARsRi I1t R1sthQq, Fa Total 4f 1408ffi entliReorad wood Live Load Dsfl. L11153 (0.09211) 31.2p/a is 4 iarodN-_4 must Ira in ao*dance Mrith Total Neff•Deft, -0.0281' 4,9% 16 5 currmt installation Gins and appllrabla Miele D04. 0,1359 1315% 16 4 building co**,To a twin Instollatian Guide Sparc 113epth 147 n!a 4 or ask grlaet*ns,pleeae call (500)23247U bore installation, Not BC CALCO,90 RMIEfte,AJST', Design masts Codli mitlimum L1240 Total lead dellectlon criteria, A1.t-JOISTG,00 RIM BCARRTa,13010, Design meets CqdlSI monimum(IJ360i Live load deflsctlon orlteris, POISE%ULAN!'M,51A4"F AMItO Design Masts arbilrary(1")Maximum load detlr: tlon oritsri;a. SY8TOMS,VI RSA•LAMOf VERSA-RIM Min mum bearing lesngth far SO Is I-V21" KUSO VERSA-MMS VE~Rt;�SST ND►a,ViRSA-9TUPS are Minimum boating lling th for 81 Is 30. trademarks t Roise wood Products, MIn mum bWring 4nOth for 52 is 36. L I Z Minimum bearing length for 83 is all, Minimum bearing length for S4 Is 311, Minimum bearing length for 85 is 1,112". Et'!�Yv0spiayed Morigontal Span L enoth(s)■Clear Span*112 rain,and'hearin�+ 112 h rmediata bepr1no connection Diagram ,.,.e a • ' , a minimum 20 0 3.1/01 4 v L w l b pnrnrmam S" d=12N 2 L V L 1'1 c� Member hill no Blois ig§46, 1 a � S��w Garin r nre led ti�iinKer Nalls Dr tL Y'l av-9— Pape 1 of 1 . BiO�$Ery BC CALL®2003 DESIGN REPORT - US Monday,October 03,200516:07 Single 9 1/2" AJSTM 25 MSR file Name: BC CALC Project:J01 Job Name: Description: Address: Specifier: City,State,Zip:, Designer: ' Customer: Company: a Code reports: ISR-1144 Misc: 1 s Standard Load;-40 psf(10 psf PC Spacing 16' Ak BO,1-3/4" B1,1-3/4' 1147 Ibs LL 480 Ibs LL 387 lbs DL 120 Ibs DL Total Horizontal Length'-18-00-00 General Data Load Summary, Version: US Imperial ID Description. Load Type' Ref. Start, End Type Value t OCS Dur. S Standard Load. Unf.Area. Left 00-00=00 18-00-00 : Live 40 psf" 16' Member Type: Joist Dead 10 psf 16 90% Number of Spans: 1 1 Conc.Lin.. Left 00-00-00 00700-00 Live 500 plf 16 125% Left Cantilever: No Dead 200 plf 16 90% Right Cantilever: No " Controls Summary Slope: 0/12 Control T °ype Value- � /°Allowable ° Duration .Load Case. Span:Location OC Spacing: 16, Moment 2700 ft-Ibs: 56.1% 100% 2 1,-Internal Repetitive: Yes Neg.Moment 0 ft-Ibs n/a 100%- Construction Type:Glued End Reaction 600 lbs 52.4°� 100% 2 1 -Right Total Load Defl. U435(0.497")- 55.2%- 3 1 Live Load: 40 psf Live Load Defl, U543(0.398") 88.4% 3, 1 Dead Load: 10 psf Max Defl. 0,497" 49.7% 3 1 Partition Load: 0 psf Span/Depth 22.7 n/a. 1 Duration: 100 Notes t Disclosure Design meets Code minimum.(U240)Total load deflection criteria. The completeness and accuracy of Design meets User specified(U480)Live load deflection criteria. the input must be verified by anyone. Design meets arbitrary(1")Maximum load deflection criteria. who would rely on the output as Minimum bearing length for BO is.1-3/4": } evidence of suitability for a Minimum bearing length for B1'is 1-3/4 particular application. The output Entered/Displayed Horizontal Span Length(s) Clear.Span+1/2 min:end bearing:+1/2 intermediate bearing above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide + _ and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning ` product installation. BC CALCO,BC FRAMERS,BCIO, .BC RIM BOARDM,BC OSB RIM' BOARDTm,BOISE GLULAMTM, VERSA-LAM@,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOISTS and AJST"'are trademarks of Boise Cascade Corporation. ,. -Page 1 of 1 I 4 ' Architectural Design / Graphics 10 Seaboard Lane- Hyannis, MA 02001 508-775-6ro31. Monday, October 03, 2005 JOHN BOWES, RE: BEARD PLAN REVIEW NGRETE WALLS CHANGED TO 10" CONCRETE WALLS. SHOWN ON A7 AND A8 2)5 8 FFIRE RATED GYP. IN BOAT STORAGE SHOWN ON A7.1 3)_ALL-GIRTSl.ARE (2) of %2" LVL's AS SHOWN ON A7 AND A10 EXCEPT FLUSH GIRT IN BREAKFAST WHICH IS (3) 3 %2" LVL's (SEE GALG's) 4),l rJOIST"GALG's FROM BOISE CASCADE ENCLOSED 5)-,HEIGHT'"OFlEQ0IRi BURNERS NOTED ON A7.1 r-- . )--NOTE A5,06T_.GARBON MONOXIDE DETECTORS ON A7.1 7) VENT PER CODE NOTE A7.1 8) 6 MIL-''POLY VAPOR BARRIER NOTED ON A7 AND AB g) N/A t1Q)TTEMPERED�OLA55 NOTED ON A5 AND A7 11) N/A �712):�HII?-=ROOF=NTING SHOWN ON A8. w 13)-SEE #3-ABOVE. STEEL BEAMS ON FLOOR PLAN REFER TO SECOND-FLOOR SUPPORT ABOVE. i14) NOTE=ON A1O�REFERSTO SQUASH BLOCKS. F15)�l2ECK'SPEG s roXro;.PTPOSTS. i o,*IHE Town of Barnstable Regulatory Services. 9EAMMBerMAMg' Thomas F. Geiler,Director �A i6gq. �0 tF039 " 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 r Owner: ,.7 O Y-J Map/Parcel: 2 S 2 2 Project Address 10( La 6 S 1^J Q D r LBuilder: � ( v The following items were noted on reviewing: 1b. --f-�Yn oQr �c=tiS S e� o J ,� Y OcYV1 n t o k o w Li L' S —1- I o u v (Ct 14 . rove de— S Sh ( 0 QH Q � Q,y ,4 1 Reviewed by: Qr�P Date: i °FTME The Town of Barnstable BARNSTABLE.g Department of Health Safety and Environmental Services MASS. t639. NB MPy Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location 13 1 LG k c I t i-� r ( - Permit Number 7 2 - Owner Builder 1 ,G a< IJ One notice to remain on job site,one notice on file in Building Department. The following items need correcting: , I kC" C n.e �� 0 @�0-14 I t� i n A 6 LU- t2 . 1 rokitn. e = nptnccr, i G fJ,� Y-t' U/ ( n�� ch d Q 4 So i e If) hcccA,\(.Tt�- Please call: 508-862-4038 for re-inspection. Inspected by C)C19'/h G e- , Date -Z t) - 6 �OpIN A& The Town of Barnstable RAE.RNSTABL MASS. P y Department of Health Safety and Environmental Services �!. t639. �0 prFO MP+a Building Division 200 Main Street,Hyannis,MA 02601 i Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location 11; ` C k( C s rJ T-) _ Permit Number `- Owner Builder One notice to remain on job site,one notice on file in Building Department. artment. The following items need correcting: _) v /A ,r___Q C� 0 r c- r� 1 n �l C" I I c J U' Y n ri �-CG� c� c r CA, l �lr (4 f f J _ �r�1ritn r1Il'4 . ', {'1n (, c� 0tir �cl �P �� 1Yt/n Please call: 508-862 40381for re-inspection. I Inspected by l /�J n Date The Town of Barnstable SARM��.q Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis,MA 02601 Office: 508.8624038 Fax: 508.790-6230 PLAN REVIEW ,_ �.�� Map/Parcel: 07 Owner: Project Address: (� I n�'L �r L-7-,S--Builder: The following items were noted on reviewing: OA k 01V-1IL C i\���2 k v r Q 5 - v- h e �Y GY v Ire e a � � ►�1 Reviewed by:_ Date: �� �'- D Jt° t�i L)) G SMOKE ETECTORS EVIEWED c� LV) BA ff BUILDING DEPT. DATE MIJ — — FIRE DEPARTMENT DATE: — BOTH SIGNATURES ARE REQUIRED FOR PERMIMN© �JJ Elul<< ' r: ILk (o) 12 u; 12 oy RLL' 0 Y 8 ® - lu ��I — F� - I SGiV1_114:_l-a � .� ca SHEET Al JOB: osos DRAWN BY: K1V DATE: IO/3/05 o � �i fnl I L-1 - -- _ LJ t� S1' Ca jo Ml FLO �� ��, oo m r� V,_t ao AI.0 - — LE 17E a � Ul PEN . fL-VVA SC AIL'I/4' SHEET JOB: 0505 DRAWN BY: KW DATE: IO/3/05 (C� r p (op Is I � (jnl Ls co) i f Lid 1, � ic n� GIIv tl, l LIJ� IJ LIMBIRq I:. LI Mill I f I Il l ill od, �I Ii �ii u 0 I-OL, IF II I fEH �I Loll _ i fMrQ TO BE DNEIE WALL MINED G`v 8.... Df i I co I iEET JOB: 0505 DRAWN BY: KW DATE: 5/16/05 o �) mJ (oJ p(c) ODD ca I JI P-0) in nrl EULI nril ny C) ® FEHHI oo m �7 nu 11 MIA MEE 7 RETAINING WALL TO BE =INM ON 917E LU cl W tAl. a C) JI t91 � 514EET �A JOB: Os DRA W WN BY: K DATE: 10/3/05 22'-6• 3'-0' 3'-8• 5'-8' 3'-8' ZI'-O' u e'-o' 11'-O' 3'-6' O � -' 1o'-T 10'-5• 9'-0' 9'-a .. �(D m (( Lz- i r—, m hazy o �uLs ' NUJ �5J "am CELOW. ?alvecY // r l oo p2 � �--� � c12 � � � S 8 � � scREa+ �.S "5 Y Y crs vo I l.q Lo) ---I ------ --------J11 NUN STEEL FWSWF ABOVE \r ----- -- -- I I E I I 30 1 •)a 64 /OF _ 05 C34 - O II u�1 I FIREGAS PLACE 73 1/8•X4b 1/2• F I Ro 38 1/4'h z 41 V41u.z W. V4 d KITCHEN C(Q jl�rJ S DIRDOM cvx 1 . PANTRr 6 v 3Q 2 aac W-2. 2M4_r• ON v o, —— —� GLASS 305 1 CLO DOORS o 2 2$ LAUNRGLASS ' $_ 216e r-o' .2 6_2. 131 _8FOYER i Av LJ ll) OAK A T, Q GAi7AGF 1$ �. 2p i -- Ld9 I ) _ o �o OAK 1 n o "+ ° M. BATH r A I m I $ II 3Q 2� I 9 l 24Ea o v 30 I/b 7/8' a a s m �._2. 1'_IO• 2�_3. 9,_O. �_6. 9'-O' 2'-3' 3'_9' 7�_3. 7'-0. 3'-6' V_8. 6'-4- 3'-5' W-7' 6'-O• 4'-0' 24'-0' - - 21'-6' ,a-a, IB'-a A55) PaIt `� 1-cll . fla/'.r�i JOB: 0505 DRAWN BY: KW DATE: 10/3/05 22'-6• 3'-0' 3'-8' S.-S. 21�• 'a�� t:7/) OUTLINE OF n$ -- --- �DBQC nBovE -- [-1 W O �i' \L—��� LLB- ���QLL���-��� \L�- '� 1 3-2x10 GIRDER 01 V r _i _i i _ IN IWS SPAN pill - pfg ——— 6" P.T. 00ST c � to, 'SONO11'Uw PIER W/ •- TI l �----- 240 *a*F[OOr FOOTING TTP. m 00, cis I 1 I i I as c tj i U i m 24 sra• 3/8•I I I 124 sre xco WW 0 1 R d 1 LIJ 1 �----- --TEMPERM �1- ---T--- ---- � • ' Lrwsaa— I r-- -- - 1 o P-41 �[ ' I cctzE APRON I 2xi STUD wALL i L ----------- --- ---- ----- -------- '�• I I L - ---- -- --- > WALL -———�—o.4=DOOR ————— )1�L� (��7 � To sLAe wi WALK-OUT BASEMENT 1 1 FROST WALL l38LW F i MIL POLY. VAPOR BARRIER ? 1 0 �� �. 0 I � 1 � � 3 t/2' CCpIRPR'E SLAB � 2xi STUDIOLL FrsiAW! ItI y nJ p°`�7 lfs)J FROST WALL f�1.�i Q I 1 n z O �i sis■ FIRE RATS t€ z 7'-2' 7'-4'. 7'-4•- �'_ • GYP. BD. AT WALL I I rl x i I 4PID CEILING TYP. I "= ILA 1/2' YL GIRDER: a.;a ---- -- - - - - SLUMN 3p• 3p xDIA.LCTEEL CO PAD R -' -------------TFFsrT 2' 25 1-.asTs�-• CCRETE KLL TO ALIGNnNuous FooTrw TUDIKALLS II II o I 1 f/i p- u•o.c. 1 I o 1�CONnNU0U3 FOOTING �!/������� pa KALL �D�j NT t 1 ! gc-x8o•x14• PAD U 11 ;o - I UNDER BEARING WALL o o lo'xa'-9' CONCRETE WALL 1 I Io•,ao�coNntauous Foonw. 1 I 1 I m n �. GARArc I I 4• calRIETE SLAB 1 I W-11 17'�• -PITCH TOWARD DOORSam 1 1 Ll/% r :.: -----� 1 1 1 I ! d-6•x3'-9' =NCRETE WALL q OFFSET Z I I I I to•zlc' CONTINUOUS FOOTING DROP WAIL UNIX TO ALIGN L J L_ \UNDER Po�aaa ul A DOOR L DROP WALL - - DROP WAIL. ------------------------- Io'-o• DOM n I - - -- -- m - - D ADAT --- ---------- - - ----- 21'-V 2B'_O' SWEET— ---- ---- --- -- - ------- - - -- 49'-6, - IN PLAN 4'-0. 24'-0; !OE: 0505 SGAIL 114'=1-0 DRAWN BY: KW DATE: IO/3/05 I 22'-6' 2&—o• 131-61 L`"L r-a b'-6• 3'-a � 1� t� � , 00 MF U) 4 O to f l � t� BEDROOM 4i2 � a r Y cAm--r n 2442-2 o O?Hd TO r�j 00 io �BEIl71N _� �0„ L� - 69 1WIi'x52 7/6 O -vl 17'-5 3/4' ��1 2'-4• �V)�1 I� r cr BA TILE 2� C<V Of_l v II 2 e'-5 1/2• 2¢ - E2* I. I II III Ill II _ _ �I „ ,..I .. I „ I STORAGE — LOFT w III ,. . .I,I .I L.. .. BEDROOM 3t3 w CdiZp — W Ul ot III 14.2• �'_4. # sHEET 0 0 o m 9 3 3'-T• r-3' T'—o' r-2• '—b• c ND FLOOR PLAN 4'-O' 5'-0• 14'—a .5'-O' _ 31'-6' fdGALL 1/4- =V-0, DRAWN BY: 054 DATE: 10/3/705 FINISHED BASEMENT I ���; K?il Gm n IO 2-fi HW AND FURNACE L=1 nn� I CM T@Lq E i [C�1R8GN1't07iOJODE'DETEGTOR9 G.` uo MCI INSTALLED w/'DIR6LT VFNr--ar i-� FURNACE. »w. S STORAG2fl UP E F y 5✓E� FIRE`RATED _ LIN. -a I 2fl G7P. �.'AT WALL 6CWAN,, sAND UNGa INE 211D � II _ Ip STOPtAGE ! UTILITl k TILE I I [, - _ w. - - w U ——— ————e—--— w SMAEET JOB: o505 DRAWN BY: KW DATE: tOB/05 o �11� Co, c� IJ+ LUs7 , RIDGE vovr ^ n tZ 2w2 RIDGE BOARD �! 0 `p> ,vA3► G \'\ ASPHALT SWINGLP9 IS� f G/S+ CM SHEATHING R30 INSUL 12 ATTIC RIDGE VENT I,t3 STRAPPING—' —I t/2' GYP. BOARD RAFTERS SIT ON Ian,F MAINTAIN Alex FLOW AT'Hi BEDROOM it2 STUB - IN/�BAFFLF�-:OR_CROSS DRy IWNG-VENT"FIOLE � ' OFT CONT. VENTING DRIP EDGE u n uA. t-3✓4' PLY SUBFLOOR tx9 FASCIA C VENTING DRIP EDGE B \, _ W SECOND MEMBER ALUMINUM GUTTERS AND DOWN SPOUTS J I I- I 25 9 I 1- ISTS 0 1 O C IxS FRIEZE BOARD W/ MOULDING FLUSH o o J tO 2x6 EXT. STUDS 0 24' O.C✓ o .G. INSULJ Gnu ' m Ib Fool/2+ PLYWOOD SHEATHING/ a I FlN15F1 STAIRS I5R LJ $ AS o GREAT ROOM to' TREADS DININGm CEDAR CLAPBOARDS IN FRONT v `9 W.C. SHINGLES SIDES t REAR 3/4 SUBPLOOR - FLOM R ,9 F.G. INSUL 7 � , I - - P.T. 2X6 SILL � SILL REAL (3) 9 1/2 LW* 9 1/2' LVL GIRT 2)9 V2'�iLVL GIRT ANCHOR AT V Q.G. P 3 4 k `7 'l4 1.111- 21aG STUD hW1 STAIRS MR 6 - WALK-OUT BASEMENT Ia TREADS do old 'lO+ir CONC�kIALL.2 - �. - DAMP P6 rnt-,PcLy. VAPOR BARRIER _[400Fla=GRADE v a w fri 50+ wd 30. a w B' CONC -O' FROST WALL 71 - � �lJ t� �n1 CROSS SECTION SCALE: 1/4' .w V-0' SHEET n JOB: �05 DRAWN BY: KW DATE: 10/3/05 s�.l - 2 ((A 0 i IJ �� RIDGE VENT 202 RIDGE BOARD [-1., IIIfI 1L ASPHALT SHINGLE6 's • 1i O.G es G• 12 -0' e. SAV C= SWEATWW* I 9� Fw INSUL1— CURVED OVERLAY /STORAGE 12 L��'_I r`I 50NUS 1i SIT ON RAFTERS SIT ON m TOP PLATE TOP OF BOX I TT A � I 2x6 s a I O.G. 12 �/4• PLr /` u u n II u ' u u u u q \ / , I n u n o n u u n n y — u u u n n u n n n �\ u u u n o u u n o n 2x6a i li O.G. VENTING EDGE ] V TRAr CEILING iwt FASCIAxS D M�rle�r��t ►++ r'tt in 1/2'GYP. BOARD ALUMINUM GUTTERS AND DOWN SPOUTS TT CJ!� LJ I O (I Ix6 FRIEZE BOARD W/ MOULDING �122i'ST'EEL '—W12Qi STEEL_ n MASTER SUITE II MASTER BATH m E -4+dr EkT. STUDS•24' o.c.1 !. R14 F.G. INSUL/ __J IJfJ HARDYVOOD FLOOR 2 w2l P W c= S 4FA-Iwwl GAP-AGE 3/4' PLY SUBFLOGR� I CEDAR CLAPBOARDS IN FRONT R I9 F.G. INSUL H.C. 9LI WAZS SIDES t REAR jjTw3Fszszj1S 2SL LtiS CONCRETE 9AS P.T. 2"SILL * SILL SEAL 4 O.G. TOWARD DOORS Ai o 9 iic i-joisTs a too.G. —�7Oi+aLE JoiST UNDER _ 2ai STUD WALL. a 1 8' CONC - ,',I FROST WALL4-0 7 lAr CONCRETE SLAB 10'x V-,W C INC. WALLS MIL POLY VAPOR BARRIER DAMP PROOF BELOW GRADE - .... . - w i� 6• CONG E J ' 3&-ol FROST WALL i CROSS SECTION GARAGE SECTION SCALE: 1/4' m 1'-0' SCALE: 1/4" I'—O" SHEET DRAWN BY: KW DATE: 10/3/06 o �S) r P (2) PT 2ct0 GttyER �Ql d •ti•O.c i q (3)9 ter LVL FtL8F1 WEetl1SgAlh FLUSW 1 U AT 6"mm. PARTITIONS 1111 �Q FOR Y�gTg. r 26 9 1/2" I-101ST9Do 26 9 1/2• I-JOISTS F • Ii•O.G c 1JI� (2)9 1/2• LVL GRDER ti W"rr to 2)9 I/2' L 1 tib CLING J0975DOUBLE BFARIwe � UN WALLL - (3)9 V2• LVL MOR12 ajo IT(2)9 V2' LVL G Q A PT 2d's n • Ii•oc a l ii ii i i �i 99 FIRST FLOOR FRAIII G PLA,4 SECONDFLOOR �R�f�ilf�l� I�1�/,I�I c\(c � U L E V8'=1'-0' I 00 �J_1/8'=1'8 vrI (1) 9 114' LVL TRUE VALLEYS 12 12 !® Q1 J RAFTERS 2dQ 1 Ii'O.0 2X12 RIDGE SO. TYP. f tu a rsp Qa BUILD OVER VALLEY SHEET CURVED RAFTER OVERLAY �E 1/8'=1'-O' _ SGrYE 1/8'=1'-O' JOB; 0605 DRAWN BY: KW DATE: 10/3/05 LAKEVIEW DR. N SFOW N tALLPOND N � ®� DRIVE EAST LAKESIDE w = DR. EAST �AKf-5 U F NECK ROAD '� HUCKINS d- 6� N m 44 N 43.8 42.6 42..3 45.7 _____ . +, ----- F===== WEQUAQUET �c � ---._--- LAKE 48.5 ___ _. ._-I�- - A= 1 1 7 62 O — --- -� w _ i PHINNEY"S t LANE 1 J 1 1 3�- ' fl LOT 135 I G470 5.F.± , I t t 13.S' EXI5TING FOUNDATION i 1 13.3� o • a• I ',',` � �naafaa�aa�aaa>•u�ua>•aaa>•n�n�4'�'♦ N 1 _ I 1 HAYBALE5 STAKED IN PLACE * BACKED BY 51LT FENCE 1 � I N I � l - I 1 1 I I 1 I � 7`Eow# I 1 /• -KEOW#2 HIGH WATER MARK \'`\ / Cow#3 OP POND �I 1+EOW#4 i i EXI5TING RAMP *- DOCK BUILDING LOCATION PLAN WEQUAQUET LAKE LOCATION: 1 OI LAKE51DE DR. EAST, CENTERVILLE, MA CLIENT: GARY ROBIN BEARD {A GREAT POND} SCALE: DATE: DRAWN BY: OF 111 = 20' 10-25-2005 TMW Mq 9 TFVEN �ye- JOB NUMBER: REVI510N: 51-IEET NUMBER: UI`ABA 1 �v' y 05-022 CPP- SURV WELLER * A550CIATE5 f 1 G45 I=ALMOUTH KID. --- 5UITE 4C P.O. BOX 4 17 CENTERVI LLE, MA 02G3 2 TEL. ; (508) 775-0735 - FAX: (506) 775-0754 D E5 I G N DATA LAKEVIEW DR. SHALLOW N POND N � N DRIVE �A5-r DAILY FLOW: (3) BEDROOMS x I 10 GPD = 330 GPD D LAKLEAST J � DR. EAST u LAKES �'� SEPTIC TANK: 330 GPD x 200% = GGO GPD HUCKIN5 USE: 1 500 GALLON PRECAST SEPTIC TANK NECK ROAD N m 44 DISTRIBUTION BOX: LO N o 4G 11 43.t5 42.G -42.3 WEQUAQUET 48 / 4J + _____� .-----= I- USE: EXISTING DISTRIBUTION BOX Q __ ___- r' 501L ABSORPTION 5Y5TEM: EKE 0- A= 117.02'47.8 ' _ LOT 13 1..j ' 0 Q 48 5 +_-- , , U5E ---: EXISTING SAS (3) 500 GAL. DRYWELLS LINED w/2.5 o I + R-74 g8 ' : 1 G470 S.F. ± OF DOUBLE WASHED STONE ON SIDES 2.25' OF DOUBLE 15TING(3) BEDROOM I `APPROXIMATE LOCATION I —�� WASHED STONE ON ENDS PHINNEI^5 m N — 5'IL ABSORPTION SYSTEM I Of EXISTING PUMP CHAMBER; LANE Q OJ ` ---_--- _—, i I(f0 BE REMOVED) CAPACITY: EXISTING5EPTIC I -WALL AREA: 79.GG x 2 x 0.74 _ 1 18.0 GPD {L i ; TANK(TO BE FZEMOVED)� BOTTOM AREA: 9.63 x 30.0 x 0.74 2 16.0 GPD . �\ L--- 'l— __pL --! I —1 — 5Ei; D �VELLI NG 33G.0 GPD y� PAOP05rD I Soo T.O.F. e ELE ., . 45.5 4G � ``p, GAL. SL=P11C TANK t>(15TING j I I "a""`I I ;� �rL� . • D15T. BOX I ; ;; BASEMENT FLOOR .h) FLEV. 37.3 NOTE: EXTEND COVERS OF 5EPTIC TANK TO WITHIN NOTE: EXISTING DISTRIBUTION BOX +r 5A5 WERE INSTALLED G" OF FINISH GRADE AUGUST 2003 (PERMIT #2003-353) 4"$CH 40 PVC PIPE t � EXiS,ING U15T1NG DWELLING DISTRIBUTION BOX (TO BE DEMOLISHED) 1 2_G' \ r.o.F. L �� 42 t EL. 45.5 TOP tT? EL.43.0 t' I— \ 1O e EXISTING SOIL ABSORPTION SYSTEM .+-" • ..wW a� 42 43.20 \-42.43 BOTTOM e EL. 40.3 / 1 42.90 NJ nu c 7 enrrie PROPOSED RETAINING \ PROPO.-ED RETAINING BASEMENT FLOOR wour�rTcc� 42.610 I_ + 40 / __».- -��- 10.5 \40 WALL - TOP e EL. 43.0+ lm EL. 37.3�\ 42.65 WALL -- TOP a EL. 43.0_ 42.3 I (DESIGN BY OTHERS) __ (DE51G BY OTHERS) AD_JU5_TE_D WATER - EL. 3_4_8_3 I _____ r 37 0 0 1500 GALLON PRECAST WEQUAQUET LAKE DATUM 5Y5TEM nrRn _ \ 38 SEPTIC TANK(PROPOSED) `_T 1 2.0 1 PROPOSED WOOD DECK 00.10' 1 4.2' (ON rIR5T [LOOK LLVEL) ,t 0 wo "--'`•�•- - - - - - - - - -� \\1 SEPTIC 5Y5TEM FRONLE • 0 HAYBALES STAKED IN PLACE * BACKED \r—r_DUL ur ExI�,IINu 1 BY SILT FENCE LAWN AKrA .� � ovv ' 3G ARFA TO BF PLANTED INDIGrN..L:.i.,,H :.' >S EXISTING 4'BLACK VINYL CHAIN LINK � "yY ^F4 �, c ND `3�PEOW#I 4"x FENCE(f0 BE REMOVED) 5w GATE _(,EOW#2 \ - �( HIGH WATER MARK � /'FOw #3 OF POND 3G � �. _ /+LOW#4 /• ✓�—EXISTING RAMP DOCK l i 51TE PLAN OF LAND WEQUAQUET LAKE LOCATION: 101 LAKESIDE DR. EAST, CENTERVILLE, MA CLIENT: GARY ROBIN BEARD (A GREAT POND) , .. SCALE: DATE: DRAWN BY: OFu�r�lEL E. ti�� II — I �( AnnAN � I — 20 07- I I -2005 TMW T STEVENW s� U 32s0r;C NIA- JOB NUMBER: RE EE M V1510N: 51-1T NUBER: � z 'RUMS A No v 7. �.� "S °ate" - 08 192005 �dvo. s5r� G 3 SP- I .............. �/ !9 OFESSIONP \SS�ONAL - - 05-022 tiN� SUR _E o WELLER * A550CIATE5 G45 FALMOUTH IUD. --- SUITE 4C P.O. BOX 4 17 CENTEKVILLE, MA 02G32 TEL. ; (506) 775-0735 FAX: (506) 775-0754 DESIGN DATA LAKEVIEW DR. SHALLOW N POND N DAILY FLOW: (3) BEDROOMS x 110 GPD = 330 GPD R EAST D fZiV� EAST _ SAKES 1 D SEPTIC-TANK: 330 GPD x 200% = GGO GPD HUCKINS a USE: 1 500 GALLON PRECAST SEPTIC TANK NECK ROAD 44 DISTRIBUTION BOX: N cn in N 4 G �12.6 42.3 N4 8 43.8 USE: EXISTING DISTRIBUTION BOX WEQUAQUET I N � �==-j-=- ___ �� SOIL ABSORPTION 5Y5TEM: LAKE J ____. A- I i 7.02 LOT 13 5 _ USE: EXISTING SAS (3) 500 GAL. DRYWELLS LINED W/2.5' O I 48-�5 =� R 274 '88, ,�—I G470 5-f.:L OF DOUBLE WASHED STONE ON 51DE5 2.25' OF DOUBLE N LL, th 15TING(3)BEDROOM I 'APPROXIMATE LOCATION I WASHED STONE ON ENDS Sn - 5 L ABSORPTION 5Y5TI! ' I ',OF EXISTING PUMP CHAMBER; LANE I^5 Q H 1 '(TO BE REMOVED /GCE sE2l�G LANE -------- 7 --� — CAPACITY: -Si-DfWAtt-AREA: 7-9.-"-x 2--X--0.74 = _1 1-8.0-GOD TANK(O 13E MOVED) �ELf`I NG BOTTOM AREA: 9.83 x 30.0 x 0.74 = 218.0 GPD �♦ t---- '----I I I , �^ y PROPOSED 1500 , 1 /� F' �`/ �1 C 33G.0 G P D Ab �� GAL. 5EPTIC TANK E�NST�N6 i -� J�"j T-iJ�- -e-.FI F Y . ` 5.5 "T I t'I i��� • • • Dlsr. B �Aox o , ,1; I BASEMENT FLOOR C ELEV. 37.3 '`♦ --'v is NOTE: EXTEND COVERS OF SEPTIC TANK TO WITHIN NOTE: EXISTING DISTRIBUTION BOX SAS WERE INSTALLED Tf I i 1� 6" OF FINISH GRADE AUGUST 2003 (PERMIT#2003-353) i k 44 � t: 1 n 4'SCH 40 PVC PIPE EXISTf NG DWELLING _ - :� EXISTING t — DISTRIBUTION BOX r (TO BE DEMOLISHED) 42/" \ EL.45.5OP EL. 43.0 F: J 42 e' EXISTING 501L ABSORPTION SYSTEM T 43.2 4 \-42 I 2 90 saw.crs asrnr 43 BOTTOM EL.40.3 ---ff PROPOSED RETAINING �a � � 3 \ PROPOSED RETAINING BASEMENT FLOOR P42. A- + Y \ WALL - TOP t� EL. 43.0± EL 37.3 42.65 42.3 Ito '.. WALL -- TOP e EL. 43.0_ i 10.5 40 I 7_. w OUTM rze LO (DE51GN BY OTHERS) / - ( E51GN f:�Y OTHERS) --- -- -€�:34.83 37.0 t ; --� >� '� t 5ot�-GAtt0N-�CA75T - -- -1------ D i t L—_ 1j7,0 O WEQUAQUEr LAKP DATUM SYSTEM 38 L � o _ SEPTIC TANK(PROP05ED) rtxx�r� ' 1 10 38 12.�' -1 PR{3PC)5fD WOOD oECK- r (ON FIR5T FLOOR LEVEL) 1 O ♦r�rr' 14.2' __-- kt NiIRS 0 SEPTIC SYSTEM -f'ROFiLE � �nwrQr�nr�In�n^rrtr�nr�!' HAYBALE5 STAKED N ° I I s`s IN PLACE 4- BACKED EDGE OF EXISTING i 'BY SILT-FENCE ; LAWN-AREA —� �� o�� 3G ° -- - ♦ AREA TO BE PLANTED o - WITH.LOS!✓.GROWING INDIGENOU5 5HRUB5 VINYL CHAIN LINK NK �i SPNv�etiP `EOW I -FENCE(TO BE REMOVED) GATE d_ ..KEOW#2 HIGH WATER MARK -� -KOW#3 OF POND 3 G �� 7FEOW#4 r/—EXISTING RAMP DOCK SITE PLAN Of LAND 1lVEQUAQUET LAKE LOCATION: 1 01 LAKESIDE DR. EAST, CENTERVILLE, MA CLIENT: GF'RY ROBIN BEARD (A GREAT POND) SCALE: DATE: DRAWN BY: OF DAMn- F- � I 20 07 I 2005 TM e 9 C STEVEN sN U w A'� i0b NUMBER,: REVISION: SHEET NUMBER: MBA. m C�� S ° � 05-022 08- 19-2005 5P- I S/ONAL 1 VVELLER A550CIATE5 1645 FALMOUTII RD. - SUITE 4C P.O. BOX 4 17 CENTERVILLE, MA 02632 T EL. ; (508) 775-0735 FAX: (508) 775-0754