The URL can be used to link to this page

Home My WebLink About0050 WATERMAN FARM ROAD - , „ , r , r 4 r • p.. ,a a e. r r r - r. : CAN Silvio � r r. WASf� 00 a } S ,p { p., i Y KIN a k 'B- r� "' �' N r '4� k x Q :� "S,xe. ,ri .. %+{ ,e '„.:, '., .r„vk..,. , '. ..,«�. '•- �j 'r=. 't ry tl :,;t 5 ISM �b .4. r'N ,:: 7. ... „ .!. p3,sr :, f nip , r FYH„ ..• YaJ9-vi.. �' �T, vt 1 ...� 4 r- ::.:.r. ,:r .-.:., ,.x.:,.- t: :, .. ...: :1>. 4 .... ?... x ,.. a +. f :,..:.a VAS .4..1,:J,. ... ..,-:: ,-:... •,. t .. ,... ,.[,s =. >.,o- ;. x;: .... .... = i,..,'�v ..t•.. wl, :gM, nvic',. k ..- .r...... _. .. .y.... .. ♦.. _.:. _,,..... ... :. ...-... A..+,.L.: :7. f.�- ��'44,. ,$':: k - c ,.v ,,. ,. .�. ..:. •..,..: :. , _. ,._,. .tip, a. ,.. ,. _.•... .'� .' JA •x�5'$` -,a,. z •,.. gin, . ,„.+. , { r' �3 . >t.: $ 1q 3 _. ti ,..:.:.. .4 v ..:..... ... _ .. .. ,r .,.:•.7.-.r Y,z ..... ... n'F4r.. .... t'r€ .r.5e � .ry E r.... .'d got z.:.,,. ! .. s� ,. SOX...s., 7. ,. „.... w a. +.;:• ..... ?,. r.. x ,, >�... .w. a <§ ..4. '�.. <:.r tix. .� ,: .. a. ..w...• [ 4.�S „� v1e, � .:.t_ ; .1 ^'.-� h .�':x a . �: a� ,C' !::R 1.... .., ...-a ,....r. n x.. `1f• „: 4= .. r. = a. _. N^ t.t 'M..R.fi�rr,...: a........ �... .I....,,. .. ..,.��', r.r..- u.. :...� ., ....a e ..,n. .x. ,...... ..r- , h.. � SS .'f 4�� .. C.a'd-.t%t.., ........ ...f..., -r..Sf.+n,... Yt n` ^Lr:.: d.. �:. .. ,.. ,4A ,,.s 3:.. .T ,,,. k:. ti ate: :: .. ... ..,.. Two .., ....mt . ^., f err .._ ,._u. .. ;.a. SUM P' +i,. r ,.a.: a .:._:..., . . '.��, •. .. x. ,, ,. , :.. .. ,... <.a. e.. .. v r. .:'-k. .. , ...... .�. _. . .. ,ysc i..,.•_ ,. ._. ,.,. � •.a M�._. )a... � �i'. , � _.. , > 3 s .Y ,.M 3 1.:.& �,',wt' ... :+1,. .,.. r ,. .+ .•.. 4 ... � +k ..5 -`�F , ,. ,,, ..,v...e ,. ._f�,= ;:. fie' t d Y: .. ... .f .. N. X'ti f 4. .....M..i' E'ti.. .. .... �..,..... ... ,.•: !• w �: ,. � --,. r,. r "� $, ,t:.," e,,rr".. a o. -it. F. ,..,t:'. ...�ID. .. 2 ..F ,,.•.. .... �. -. .+ _ ,:.., ,,. �..... `�' .. n ..$..:..�< A..�{^. .. a..., a.✓ � ._ '� . t^.r.u'x.. r .. .,t: ;:.. af+ .. .. ...+. ...<. : r -. :, .a v.:., .vr r r.. :. .R ,. ..:.,- „-: ._. .t... ✓�. ,:., .- -.. .. ._n=.. .. .,,.. .... •.. �.:: ,cro!""' �a..a. ,: :., ."fir ;,'.,+ �c :6.. ,..:� .s ,;. a:. ,. ,_ ... ., ., a:. .....,. ... -... .,,... _s._- .. _.. _r � _. .'r. r .<.i<. wT „:,a,a ✓e.. �+,` qa{„ ',... ..,_ .,, r k e z. ., a .. .. , �. a.. , R-. .r ,,..- ,.s r ,_ b ,.+.:,. I..,.,.. ..!}•✓. � ,.. :+.,.,, 7 ... i .: 3�.$..F. �.. �. r , .,,,, � .. by F... 3.- .... ... n.: < S , ... ...x .•e, n.•... ..... ....t. .....xr. .Y, ,.�..Y Irv".. i ?? 0 t.. .'Y... �.. wh ..,. ... ... � .. .. � .. ,. .... x .,.:.-. .a... -h ..._,, .v -.:.r•. .�:, ... -, a..,,. k .�; � +u n i;s•^°Yds R ^ya&}t,.; qy_... r t: .... .N ,a....s.. ., ti•. :, ,: C o ,:.,i .« ...... .. .. i T ... rr. ..:', ..::., = r+... a•, '� "i: ..., P` `%..,.... " .. +�i.�✓ .,,, ', tr ,,., ,.i„. ,�,. »..,.,.r ix h, "�''. v. h ;w. ,a .... Y ti+C .. Y. n .€ r.... ,,. ..��, r.,. ..r '. :,_„ f >•, .r .. .r,.. r ,. t x,...,:... ,-s,.3. ,,�,. r a, w..,+.._..,.. ,. ...r Y.:. 9Y• a 5 ,. o<,,, -sz 1y. 3 :4.., ..a:. i .:r... ..... 9$'-r. ... ..., e. .�:, « !' Y, '.3i:A'{ .,..n:x ,' SS. , �, «...... .�. ,.-.... , Is"... .. ........� 5, i� 4 Q s e[ ±!iv .✓�.. Wi al r '.'r-... .. ..n�.� {{:... < ..• .3. ,. .F �l 4�' a r r �,.. 4,..: ..,, ... ..... �. ,. .. a..., .. .. -. � ...., .- ,._%, a,, t, '�,• o,� - ,�. ex... ,. �°,+ r.. �. . ..:.. _ .. .,: .<... .n. .t �•. .:,. ... .... .... x ..:v. .. ., _ .:. t. .,. ,� ,::,.4 .d„ .. rt .. ..... Y a,'Y.. yN�4J ...,,..,.T k,. Sv,. .. ..._ .....: ............1s:. ,....J.. .. _...... :.: .. .. .,. t +. ....,. ,.. � $..,;� .., .i'ra•_.�.. ,., v5 4+ 'M 2't g .,��s .�r __. ... ,:. ke a 4 g;y k, s v; NMI, ,.':.,.e t:� :: -... .. ,rx_ ., ,.,. '^3 ..., �,.. :.:.A. a. ..:.. .,.. r.::t.. .r., wv , �"Q4t., . .rwaA � .3',f.... .' t .. x3,. .. r.. ,.:�. ...:. ...,.... _. ..._.., ... .. r % .�' .. :. _... .f„ "w.. ,:•�....'2,.i. .,.4,a. 1�. .'..Y .tet ,Y4 fr ... �.., - « f.. ,.. r.,, ..i.. _ a ,. �... ,. .. .,. s-t .... « .._ 'oaf; .. ..rr, ,r. a sK.. a a �1 '` yy :..a .� ..... . ,.. 9 J.,. t ..� .« +. �. .. i..:.. � 4�... •,. .y, <. .,.+:.... .. „ ._. .,.P,.-.O G ,N{•n f"a�, a"fr+. {Wvt•�4 M is r v �;. ,.._94 :.. .. .r.:r -.`a .�. ......'f .. z...,,... ,,., .. ..,",._„ '�, -::>:. �'3.,' ?T , .7 u�.. �?, i^ n....... Y.,v.. .4 9..E �.A' Al.vS •.. J n•t` IWO ....., _ ...1. ;aZ7 .M .:.ei.: .. t . 171-M1':. Y Y .,.. ,... E". f :: ..,_.� .yr, ,. ..... , ,. �t �„ .... ., +:Y r.3., fi. x'�,1. ,....e.. Y V...,. .r':..«J. t , R:. !>3 ..4Y,. ryn 4....,. .,.. r 1...:>.. ... .v. .• ..t* .,M{.. + ✓ri ..� :,..' ,.,t. v......,.. - ....., fi.. ... ,h ...P'°u �..... .... Ev, a z• 1 k s ` s �' # k '::i4.� ,. ... .,..,, , •d:r... fin, .. �,. .- _... ,,.:•. ,. .. .... <. .. r.- _.>. .,{4 �..� 2'�� aT` �n ._}�� ,..•., f„....i.. .....n ...,.. :.^fir ...., --' ,s .0:a M^ .'�. ._ .,-.. .....:: �. -�) f, r.,.s. ..,. t^ ,,, ...x. ,: e v .... ,.,..:..;"S✓`a' .lt.... `f .. uJ, i•a 7.. t.t. "L. .... �, .i N u .i, x✓`+.:f .. .. e 'A. .A, ,..5, .�,f ..1 S .r. .. :i... v v -..+�. r..+� .....s r. ,. .ate ar : ,. :... ,.. ,......�... -. {, ,« .,.r,. a... ,.is �,,.,., �.• r.e. , .�aY,., ..�, . .. �._ OWN r ! ,. '. 4 , . •fie., F_J- 4'qr r d. ..:�.. ,s_..e. ...,... ., __ .o. ,.. ;, h..c::.w_ ..,... .. ,.,';! �•...'r=:r.: f x.r y, e,,ar ! A x t t '-,. , .,: ,....,. -w;$ ,:... ., .., ....... r. ,.> +-r'• ,. ,-,.x _.. 4o-'. ..._. :, rr ',f rvt, .rk, .,d 1.4 ,. {.,.,:. ,v. ..`�.. _ .... « .:. .. �443.:- >.'.,.. .r 1 ..¢.. .. .. ..... .... ..... .. r..s..,r. .... "i:v 4,wt.,. '5• � 1 .,...,.. ..I +. �.. 1 f ♦ ..� t,.S. ,: .. t .1- .� 4 .�a.' .- i,F 's ;e.. '...:.. ,. ,.,r.:. �'�w��..i !r. ,,.,4 u x ..z. „ ., .. ., �.. . ::�-. y� 4 .... Sg ;,: ,a..,. `�, m+' .v. t '.<. -..E ems, 2. ,ar "rv <. g.r:., - .., .a ,. ... . '_., _ , ... r,..h'.:. _ .n..;. ,1,hw�.r,., ,r,. ..-s. .., .. _. w. r �a ..,.. .. .: .pN w,aa .. .h„, .. ,...:,.... ,..,, ..,.: ra' it. a ten: Y. 1 ,. .,.,. .. e, r. , .w..... • ..:{ -... ,., t , : ,-_.. «-a. 'tu ....::e �,... � _. .. + �...: o- .p a :.; N. i... ..4•!:. .. c -.:.... .. t.-.. v. �,: � a�' a2.rt. ,4. f`. •.a... {1t.,. r'�h. .}. ,y .. a. .e ;... .-..: .. Yx..4 ... ,. r..�.. ..- .. .... �v - '.4..�a. ^�.. ..M.,,.. ...,..., xr, VIA B, r h now •. ..,,.M.. 3. x... .. )i. ...a.S-� ... r...:,. :.,,t*:.. r,� nF h. 1.,1 ..�. ., .¢ '.4. .. ,-„.1 Sn. 1 f.•94. N.} XM"i 'k: 'aa vys «,F ,. r rr..,0...... w will, ..e. a -o-, Y ,'S k. ,:� .,. �, B ;,.s :.. :. .. k ,: ..�, ,.,::✓ ;k a .:. ... ,i:. .. ,: q. k t: ........� .r.� ,..r .. >. .. :, .,. .; -... .,. ,. ,;. .... eu .. �>... .r_. ,,.� „�,...,.. ... ...,ram NOT. � ,t,! .,.•,., x..u;. �.F+v.:y r...�:. ... T+,•:.:.0 , ;.. won::' r.f., P • M. •t;,., 4..... . .,.,:,�. rc.. .r;,a., `�,, an•` t ii" ;'� ��A+Y.:,t ar k +x, tr .: , .'..! -'� n r 3 r '. -.:. a aG , .� ....•'.. es try. !F n .,t... r '>Za.i .. c r.... �-, r '1.JY:. �,,: .. ... < �..:. `:+ $.4 "`4...'1 JKS•. Zz S^, s. .. ( '... r .d..:.a ,S+ ....'. ,..... :.,,,. a Y:tiM `u, ' �� tlra -awl �~ � t { S e �Yw +'t : °fix::,, i..t e- �'•;r ra' .. { as T,„` 7 .•'d `s-- ., i x J 1 + l� � i"C r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �% Parcel 1 �= Li A placation:#` 4^ Health Division a e Iss� 61 Conservation Division ApplicaTioneeg*_&n ui)-k, Planning Dept. "Permit Fee,. Ss � Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis h ` Project Street Address .-C) ki ra iA Village i- V/ / 7 ? coy t a f +�old Na S �i7b Owner iIAZ 09 A) 1 Address Cn- v1 f-. 162 Telephone 7 7 q— Who \ t +1 f t a f Permit Request e w►0 iS e� 1 . S i I e �'� i" I I i Id s� f it .� 1 -e- �'a aM ; /�/ k t I f > ti o h h .�e i,.r `v 0, � "Pw.i Square feet: 1 st floor: existing proposed 1 9 � 2nd'floor: existing proposed Total new Zoning District ,� �- Flood Plain 17� Groundwater Overlay s ' Project Valuation 01� Construction Type Lot Size 0 fP Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation.` �s Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) ' Age of Existing Structure Historic House: ❑Yes X'No On Old King's HighwayN:' ❑Yes 4'No Basement Type: XFull Crawl ❑Walkout ❑ Other -�14 l/ >3 94 0-(" , -6 d w/ .4 a -P+. Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 1,Yi6d { Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count (not including baths): existing newer_First Floor Room Count Heat Type and Fuel: XGas ❑Oil ❑ Electric ❑ Other Central Air: XYes ❑ No Fireplaces: Existing New 4 Existing wood/coal stove: ❑Yes gNo Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ 2.412 Attached garage: ❑ existing new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ t Commercial ❑Yes *No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION - HOMEOWNER) Name Telephone Number 711_='_1-19 7--.0 ilY -- Address i7 C�y"F'2 /1i 93 hi ad 1" 4J3 t?P License# C of v i`I- ./1/9 5_3 2- Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION.DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 2 i - 1 FOR.OFFICIAL USE ONLY t -APPLICATION# DATE ISSUED 4 MAP/PARCEL NO._ - - ADDRESS:. - "` VILLAGE OWNER DATE OF INSPECTION: s FOUNDATION V I V PsRcH 5/301 1 FRAME 6 FX rv, r .-INSULATION.® 7�?jlt f t FIREPLACE 6F t. ELECTRICAL: ROUGH R• FINAL-- i PLUMBING: ROUGH ' FINAL ' GAS: r ROUGH �'Alf ' fi,: FINAL ;.FINAL BUILDING-,C -"t/0 DATE CLOSED'OUT ASSOCIATION PLAN NO. F tKE Town f B` rn 0 ow o a stable" Re ulator Services g y. *� Mass BARNSTABI E Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 .i4 January 23, 2012 - Nathan Rudman 178 Cap'n Samadrus Rd. : Cotuit, Ma. 02635 RE: 50.Waterman Farm Rd:; Centerville •1VIap :207 Parcel : 104 Dear Mr. Rudman: This letter shall serve as notice.that the temporary certificate of occupancy for the above . referenced address has expired as of January 20, 2012.As you may recall, a temporary certificate of occupancy was issued to afford you the opportunity to appeal the requirement of fireplace doors as required by 780 CMR. To date, no relief has been granted and the property remains in violation.,Please be advised that the property must be brought into compliance and currently-has no valid certificate of occupancy. You must arrange to bring the property into compliance or face further action taken by this office: Thank you for your anticipated cooperation in this matter and please call with any questions., By Order, dJ Lauzo Local Inspector (508) 862-4034 Q zonings , Town of Barnstable TME'a Regulatory Services Thomas F.Geiler,Director MAM Building Division 1639. A`0� Tom Perry,Building Commissioner QED MAC 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Notice of Building Code Violations) Nathan Rudman,as the licensed construction supervisor of the building recently constructed at 50 Waterman Farm Rd.,Centerville,Map 207 Parcel 104 you are hereby notified that you are in violation of the Massachusetts State Building Code and are ORDERED this date,October 19,2011 to: 1. Abate,all functions and uses connected with this violation on,or at the above mentioned premises. SUMMARY OF VIOLATION: 1) Construction of a masonry fireplace in a new single family home without gasketed doors as required by 780 CMR. 2. COMMENCE.immediately,action to abate this violation. SUMMARY OF ACTION TO ABATE: 1) Install the required gasketed doors as required by 780 CMR. And, if aggrieved by this notice and order,to show cause as to why you should not be required to do so,by filing an appeal with the State Building Code Appeals Board within forty-five(45)days after the service of this notice. If, at the expiration of the time allowed,action to abate this violation has not commenced,further action as the law requires will be taken. By order, ey . Lauzon Local Inspector (508)862-4034 Q/FORMS/viozonel. Nate Rudman October 6, 2011 178 Captain Samadrus Rd Cotuit,MA 02635 Department of Public Safety Building Code Appeals Board ' One Ashburton Place,Room 131 Boston,MA 02108 Re: Glass Fireplace Enclosure Dear Sirs, I would like to request your consideration of an appeal for the requirement of a gasketed glass enclosed fireplace at my.site of new construction located at 50 Waterman Farm Rd, Centerville, MA. This is a new building requirement not imposed.on the vast majority of previously constructed homes in the area. I understand the intention of increased energy efficiency, however, the home is already constructed with double pain energy efficient windows, 2x6 construction and R 30 ceiling and R 21 wall insulation, and a tight new fireplace flew system. - I have elicited bids from a number of fireplace companies locally and the cost of such an enclosure for a .masonry fireplace is approximately $1,500.00. The cost is high in this case because the fireplace is custom built and requires a custom enclosure. The expected energy benefit is minimal in relation to this high cost. Even at a generous estimated savings of 30.00/annually, it would take 50 years to pay off this additional cost. This $1,500.00 is in addition to the approximately 20% additional cost of building to meet the requirements for coastal construction set by the new 2009 building code home. Spending $1,500.00 in addition to the already-extremely high cost of building to current code, with very little expected return on investment represents a financial hardship. In light of this hardship I respectfully request the Appeals board to consider granting a variance for the glass enclosed fireplace in this home. Thank you very much for your time in considering this matter. Sincerely, d dman Town of Barnstable Building Department - 200 Main Street BARNSTABLE. * Hyannis, MA 02601 9�A 6 9. .��' (508) 862-4038 rFD MA't A Certif icate .of Occupancy Application Number: 201100894 CO Number: 20120121 Parcel ID: -207104 = CO Issue Date: 09105/12 Location: 50 WATERMAN FARM ROAD Zoning Classification: RESIDENCE C DISTRICT A Proposed Use: SINGLE FAMILY HOME Village: CENTERVILLE Gen Contractor: PROPERTY OWNER Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department-Signature Date igned Ito Town of Barnstable Building Department - 200 Main Street SARNSTABLE. * Hyannis, MA 02601 9 MASS i639. , (508) 862-4038 RFD MA'I A Certificate of Occupancy Temporary Application 201100894 CO Number: 20110159 Parcel ID: 207104 CO Issue Date: 10120111 Location: 50 WATERMAN FARM ROAD Zoning Classification: RESIDENCE C DISTRICT Owner: RUDMAN, NATHAN T Proposed Use: SINGLE FAMILY HOME 178 CAP'N.SAMADRUS ROAD COTUIT, MA 02635 Village: CENTERVILLE Gen Contractor: PROPERTY OWNER Permit Type: RTCO RES TEMP CERT OF OCCUPANCY Comments: 90 DAY TEMP C.O. NEEDS GASKETED DOORS EXPIRES ON JANUARY 20TH 2O12 01/20/12 Building Department Signature Date Signed Expiration Date TOWN OF BARNSTABLE Building Application Ref: 201100894 m• BARNSTABLE. Issue Date: 03/18/11 Pe.�l l ,It y MASS. 1639. O39l A, Applicant: RUDMAN,NATHAN T Permit Number: B 20110489 MP Proposed Use: SINGLE FAMILY HOME Expiration Date: 09/15/11 Location 50 WATERMAN FARM ROAD Zoning District RC Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 207104 Permit Fee$ 1,530.00 Contractor PROPERTY OWNER Village CENTERVILLE App Fee$ 100.00 License Num OWNER Est Construction Cost$ 300,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD NEW SINGLE FAMILY HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL 3 BEDROOMS AND 3 BATHS AND NEW ATTACHED 24X24 GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: RUDMAN,NATHAN T BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 178 CAP'N SAMADRUS ROAD INSPECTION HAS BEEN MADE. COTUIT,MA 02635 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY.STREET,ALLY.:OR SIDEWALK OR A ART THE T ;TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY;NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE,APPROVED BY THE`JURISDICTION. STREET ORALLY 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 Fk6m,THE CONDITIONS OF'ANY APPL'ICABLE:SUBDIVISION RESTRICTIONS MINIMUM OF FOUR CALL INSPECTIONS•,REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 04 /o rX- 7,/4e, � 4FRr, u ;4) 2 v 2 fif','At ; 2 F--Dz 10 2-0 2 `s� �r 3 j:ye,EPLACE �O ECDS 1 Hea'tink Inspectio pprovals Engineering Dept GhsktrED DOORS Firg Dept 2 of HT 1ME Town of Barnstable BA MAS q.LE. Regulatory Services 9 MAS,S. i639 �0 Building Division piED MP'�• 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection FTTAAL- Location W ATG=Rm)�&) FA 2�• R-6 Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. a The following items need correcting: -zA)b Fwo e DECtc GUAZ) � 'E/JCOmPL-r .P^T/')-T ,ti w. 560/,, OF A51 r-11N C^JT UrG i4T.2�1G -ID RC f 161403 �Fad q syC% ✓� Cy-•rz=(ZT-vk COvep- PL_WTE*S NfFED FaAm r��Cks,1Gs y fTIZL\�1LAct /' -s-reb 14Avc 6NSkETen WS 1�L L l.. 1 F..,,1 4..- C�r/t- , �'J..-1..r-a�C PI+..i°1 Fl gP\sF-rnr,.)T A,Jb9AT-LS MC1�70 TU 3E RE- V9A)C'i'J 6107- 0P�"��' -- 7 LJ WDOw Pf!07-EC-/yftJ PA/Jr:-:c.S rnu.s-r 66 LABELLED D W1kfA 0LJJ 2r PO ST (f o,J/JE CTo JS 6AJ Ff 0d-7 5NT`PY /JOT V :ST 6LC ? � P/-AQS(1-Wo2) SH OWI JG J-TWrFtJ6E� bo E 01` 14 g00r�, 2A)b FLI) Please call: 508-862-4038-for re-inspection. Inspected by J (1 U Date DUCT LEAKAGE TEST Date of Test: 7/25/2 11 Technician: Bob Franey Test File: Untitled Customer: Riedell P+H Building Address: .50 Waterman FWrn Rd. Centerville, MA Phone: Fax: Test Results 1. Measured Duct Leakage, 65.0 CFM/12.3 sq.In. (+1-0.0%) 2, Duct Leakage as a Percent of System Airflow: 8.1 % 3. Duct Leakage as a Percent of Building Floor Area: ( 9.3% 4. Leakage Split: Supply Side: 32.5 CFM/6.1 sq. in. Return Side: 32.5 CFM/6.1 sq. in. 5. Duct Leakage Ct rve: Flow Coefficient(C): 9.4 Exponent(n): 0.600(Assumed) 6 Test Settings: Test Mode: Pressurization Test Pressure: 25.0 Pa Equipment: Series B Minneapolis Duct Blaster,S/N 123 Test Type: Total Leakage (Duct Blaster Only) Estimated Efficiency Loss from Duct Leakage: 1. Annual System Efficiency Loss: 6.1 % Building and Systei i Parameters: Floor Area: 700 sq.ft. Average Supply Operating Pressure: 25.0 Pa Syst m Airflow: 800 CFM Average Return Operating Pressure: 25.0 Pa Supply Lee,ikage Split: 50% Supply Leakage Penalty: 1.0 Return Leakage Split: 50% Return Leakage Penalty: 0.5 Percen age of Measured Leakage Connected to Outside: 100%(65.0 CFM) P , DUCT LEAKAGE TEST Page 2 Date of Test: 7/25/2 11 Test File: Untitled Data Points -Data Entered Manually: Duct Fan Fan Flow Fan Pressure(Pa) Pressure (Pa) (CFM) % Error Configuration 0.0 n/a 25.0 108.6 65 0,0 Ring 3 Comments Robert Franey BPI ic#5024587 MA Sheetmetal Lic# 2263 NCI Lic#C0405901 Second floor syste -Tested installed system w/registers and air handler installed duct system in attic air handler in attic.Attic ventilated f II . i DUCT LEAKAGE TEST Date of test: 7125/2 11 Technician: Bob Franey Test File: Untitled Customer: Riedell P+H Building Address: (50 Waterman Farm Rd. Centerville, MA Phone: Fax: Test Results 1. Measured Ductleakage: 96,0 CFM 118.1 sq. in. (+/-0.0%) 2. Duct Leakage as a Percent of System Airflow: 8.0% 3. Duct Leakage as a Percent of Building Floor Area: C5.2 4. Leakage Split: Supply Side: 48.0 CFM 19.1 sq, in. Return Side: 48.0 CFM 19.1 sq. in. 5. Duct Leakage Ci rve: Flow Coefficient(C): 13.9 Exponent(n): 0.600(Assumed) 6 Test Settings: Test Mode: Pressurization Test Pressure: 25.0 Pa Equipment: Series B Minneapolis Duct Blaster,SIN 123 Test Type: Total Leakage . (Duct Blaster Only) Estimated Efficiency Loss from Duct leakage: 1. Annual System Efficiency Loss: 6.0% Building and System Parameters: Floor Area: 1854 sq.ft. Average Supply Operating Pressure: 25.0 Pa System Airflow: 1200 CFM Average Return Operating Pressure: 25.0 Pa Supply Le kage Split: 50% Supply Leakage Penalty: 1.0 Return Leakage Split: 50 % Return Leakage Penalty: 0.5 Percentage of Measured Leakage Connected to Outside: 100%(96.0 CFM) DUCT LEAKAGE TEST Page 2 Date of Test; 7/25/2 11 Test File: Untitled Data Points-Data Entered Manually: Duct Fan Fan Flow Fan Pressure (Pa) Pressure(Pa) (CFM) % Error Configuration 0.0 n/a 25.0 37.7 96 0.0 Ring 2 Comments Robert Franey BPI ic#5024587 MA Sheetmetal LicA 2263 NO Lic#C0405901 First floor system- Duct system and air handler located in unfinished basement.Tested system with air handler and registei boxes installed.All leakage to unfinished basement space. �14h, ASSESSORS REF.: Map 207, Parcel 104 ZONE: RC LCC 3��9 Area (min.) 43,560 SF OVERLAY DISTRICT. Frontage (min) 20' AP — Aquifer Protection District Width (min) 100' Setbacks: e� o" Front 20' Side 10' Rear 10' y � ec� �Q FLOOD ZONE: h� Zone B & A10 (el.=11) \ Community Panel No. #250001 0008 D C, % N July 2, 1992 0 0 6• tieQ Former House n N/F 5— A`a� ot� Location \ N N Joseph P Corsiglia & V` cF FEMA Zone Line Joanne chope ��° �" From FIRM Panel No. 250001 0008D ho \ \ rev July 2, 1992 76.5' \ RICHARD R. Z/ L'HEUREU%;, at NO. 34312 a� �< e9 / e9 New Concrete . Foundation TOF EI=16.9' (NGVD) I certify that the foundation \ �5 25oo'E shown hereon conforms to \ ski the setback requirements of \ the Zoning Bylaws of the town of Barnstable. NOTES: 1.) The foundation shown was ',located on the ground N/F by conventional survey methods on 04/MAR/11. Dianne G Epstein / / 2.) The property line information shown hereon was w compiled from available record! information. 3.) This plan is not for recording and is not to be \ used for construction layout or deed description purposes. PLOT PLAN a At 50 Waterman Farm Road BARIVSTABLE ^°� i1 i a (G,enterville) 4 N/F. MASS. Nathan T Rudman j1 I DATE: 05/MAR111 SCALE: 1"=50' 1 tiry 0 25 50 75 100 FEET j PREPARED FOR: 1 Nathan Rudman i 178 CapWn Samadras Rd Cotuit MA 02635 PREPARED BY: CapeSury 520014'45"E A: Centerville River 7 Parker Rood Osterville MA 02655 DWG #:C571_2gl FIELD BY. WHK/MLL (508) 420-3994 / 420-3995fox 50 WATERMAN FARM ROAD ENERGY EFFICIENT LIGHTING: BASEMENT: 8 KEYLESS FIXTURES WITH 22 WATT FLOURESCENT LAMPS OUTSIDE LIGHTING: WALL SCONCES 8 w/22 WATT FLOURESCENT LAMPS OUTSIDE RECESS: 2 W/22WATT R30 FLOURESCENT LAMPS POST LIGHTS: 2 W/22 WATT FLOURESCENT LAMPS SECOND FLOOR BEDROOM: 1 FLOURESCENT FIXTURE- 18 WATT ATTIC LIGHTING: 5 WITH FLOURESCENT LAMPS CLOSET LIGHTING: 6 W/ F32T8 FLOURESCENT FIXTURES STORAGE SECOND FLOOR: 2-F32T8 FLOURESCENT LIGHT GARAGE: 5 W/2 F32T8 FLOURESCENT FIXTURES LAUNDRY: FLOURSCENT FIXTURE W/2 F32T8 LAMPS TOTAL OF 48 LAMPS NON ENERGY EFFICIENT LIGHTING: BATH LIGHTING: 15-60 WATT LIGHT BULBS HALL LIGHTING: 9-65WR30 LAMPS KITCHEN LIGHTING: 7-50WPAR20 LAMPS FOYER LIGHTING: 3 -60W LAMPS FLOODS: 3 SET OF 65WPAR30 LAMPS TOTAL OF 40 LAMPS Nate Rudman i October 13,2011 178 Captain Samadrus Rd. Cotuit,MA 02635 Town of Barnstable Building Department 200 Main Street Hyannis, MA 02601 Dear Sirs, This letter is to attest that the upstairs office located on the north end of the residence located at 50 Waterman Farm Road, Centerville, Massachusetts, as currently constructed, will not be used as a bedroom. I do reserve the future right to apply for a building permit with the Town of Barnstable to make any and all modifications required to convert this room to a legal bedroom. Sincerely, Nate Rudman RICHARD N.PUTfERMAN y 0Wff0W9*0fMUead=9tts jh0WnkftE*=0* er28,201s I ��trti Demo AB . ; TOWN OF BARNSTABLE Permit BLARNSr MASS. '0tF0 M�{A Permit Number: Application Ref: 201100893 20112111 Issue Date: 03/18/11 Applicant: RUDMAN, NATHAN T Proposed Use: SINGLE FAMILY HOME Permit Type: PRINCIPLE BUILDING DEMO Permit Fee $ 125.00 Location 50 WATERMAN FARM ROAD Map Parcel 207104 Town CENTERVILLE Zoning District RC Contractor PROPERTY OWNER: Remarks DEMO EXISTING SINGLE FAMILY HOME Owner: RUDMAN, NATHAN T Address: 178 CAP'N SAMADRUS ROAD COTUIT, MA 02635 Issued By: JL POST THIS CARD SO THAT IS VISIBLE FR"TH S ET f Dec' 15 10 01:08p Comm Water Dept 5084283508 p.2 Centerville-Osterville-Marstons Mills Water Department P.O.BOX 369-1138,MAIN STREET OSTERVILLE;MASSACHUSETTS 02655 www.commwater.com ��►� OFFICE OF r BOARD OF WATER COMMISSIONERS u WATER i► WATER SUPERINTFNDENT DEPT.w� TEL.No_508-428-601 FAX.No.508-428-3508 t ' e December 15, 2010 Town of Barnstable Building Dept. , 367 Main Street Hyannis, NVLA 02601 Re: Account#8603 Nathan T. Rudman 50 Waterman Farm Road - Centerville, MA . Gentlemen: On Wednesday; December 15, 2010`we disconnected the water service at the curb stop for the property mentioned above. It is our understanding that the owner plans to demolish the house-re-build and will have a new water service at a later date. If you have any questions, please call our office at 509-428-6691. Very truly yours, . Herbert L. McSorley Assistant Superintendent HLMCS!jw. ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: Al 7'ff�/V �� f�1� Site Address: RD print Town: e ¢ h 4 1 e1,t;W/f— Applicant Phone: 7 7 q— qjf 9_ p/ Applicant Signature: Date of Application /;i� /L' /v NEW CONSTRUCTI choose ONE of the followirig two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab Option 1: Basement Fenestration exposed Wall Floor Perimeter U-factor floors . R-Value R-Value Wall R-Value AFUE HSPF SEE: R-Value R-Value and Depth National-Appliance Energy 3 5 R-3 8 R-19 R`19 R-10 R-10, Conservation Act(NAECA)of 4, ft. 1987 as amended,minimums or realer as a licable Note: This form is not required if you-choose either of the two versions of REScheck as listed below. ❑ Option 2: REScheck Version 4.1.2 or later variant software analysis must be completed` (780 CMR 6107.3.2) REScheck—Web which can be accessed at htto://www.energycodes.gov/rescheck/ ADDITIONS OR`ALTERATIONS.TO EXISTING BUILDINGS OVER,5 YEARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall& Ceiling Area equals =(100 SF _ % of glazing (b) Glazing area equals SF If glazing is<40% use the chart below. If glazing is > 40./o proceed to "SUNROOM" section 780 CMR TABLE 61'01.3 ti PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS 7.39- MINIMUM ❑ Ceiling and Slab Perimeter Vail Floor Basement Wall R-Value Exposed floors R-Value R-value R-Value and De th R-Value R-3 7 a R-13 R-19 R-10 R-10, 4 feet a . R-30 ceiling insulation maybe used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e.not com ressed over exterior walls, and includingany access openings). SUNROOM—An addition or alteration to an existing building/dwelling=araeo�f ❑ glazing area of said addition exceeds 40% of the combined gross wall anaddition. Note: Owner to-fill out Consumer Information Form (found in Appen r l REScheck Software Version 4.3.0 Compliance Certificate . Project Title: GARY BLAZIS Energy Code: 2009 IECC Location: Centerville(Barnstable),Massachusetts Construction Type: Single Family Glazing Area Percentage: 19% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 50 WATERMAN FARM RD CO CENTERVILLE,MA Compliance: Maximum UA:444 Your UA:432 Gross Cavity Cont. �,Glazing UA12' Assembly Area or R-Value R-Value - or D.. Perimeter U-Factor Ceiling 1:Cathedral Ceiling(no attic) 2130 30.0 0.0 72 Wall 1:Wood Frame,16"o.c. 2680 21.0 0.0 121 Window 1:Metal Frame:Double Pane 516 0.320 165 Door 1:Solid 42 0.250 11 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1910 30.0 0.0 63 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 2009 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory requireme listed in ESchec Inspection Checklist. Name-Title Signat Ye Date Project Title: GARY BLAZIS Report date: 12/13/10 Data filename: Untitled.rck Page 1 of 4 REScheck Software Version 4.3.0 Inspection Checklist Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Metal Frame:Double Pane,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.250 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Project Title: GARY BLAZIS Report date: 12/13/10 Data filename: Untitled.rck Page 2 of 4 Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: Ll Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. 0 Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. - Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: LI Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one,of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 152.8 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 229.2 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than orequal to 114.6 cfm(6 cfm per 100 ft2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 76.4 cfm(4 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: n Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. LI For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R 2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: rl HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch: Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: ` Where public health standards require continuous pump operation. I Where pumps operate within solar-and/or waste-heat-recovery systems. Project Title: GARY BLAZIS Report date: 12/13/10 Data filename: Untitled.rck Page 3 of 4 I rl Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: Lj A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) c Project Title: GARY BLAZIS Report date: 12/13/10 Data filename: Untitled.rck Page 4 of 4 Town of Barnstable Regulatory Services ' Thomas F. Geiler, Director 1ARNSTABLE. '``" Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230. HOMEOWNER LICENSE EXEMPTION ` Please Print DATE: /oZ JOB LOCATION: © ev ` eg number street village HOMEOWNER" ��1 : 1/l 0 fir7 name home phone# work phone# CURRENT MAILING ADDRESS: I / pp C e G o _T u l T �� 2 53 Z city/town .v statel zip code The current exemption for"homeowners"was`extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who-ddes not.possess ayliceas6,provided that the owner acts as supervisor.. - 01 'ti ' DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or iniends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a,two=year period shall not be considered a homeowner. -Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she'shall be , .responsible for all such work performed under the building permit. (Section 109,1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other, applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that,he/she.will comply with said procedures and ; requtremerits. ,. Signature of omeo er Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger-will'be`required to comply with the State Building Code Section 127.0 Construction Control., HOMEOWNER'S EXEMPTION " The Code states that: "`Any homeowner performing work for which a building permit is required shall be exempt from the provisions ' of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if.the homeowner engages a.person(s)for hire to do such Work,that such Homeowner shall act as supervisor." Manym homeowners who use this exemption are unaware that they are assuing the,responsibilities"of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that hdshe understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community: nnr „ IHE r ti 'own of Barnstable Regulatory Services BARNSTARM Thomas F. Geiler, Director y Mnss. E1 i,.,A Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us . Office: .508-862-4038 Fax: 508-790-623( Property Owner Must Complete_ and Sign This Section If Using A Builder . , t I, /Y/¢f ft/ / 012 /LIIf /t/ , as Owner of the subject property hereby authorize j'/9 P X to act on my behalf, in all matters relative to work authorized by this building permit application for: e �-� u9 i s r/c'/1'j/g 1� l�'��d'1 p G e e u `� (Address of Job) Sig IeLer Date `?1,) 0 IVl A it) Print Name If Property Owner is applying for permit ple e com Homeowners License Exemption Form o the reverse side. �r� The Commonwealth of Massachusetts Department of Industrial Accidents ~' Office of Investigations ti ;1,;u 600 Washington Street Boston, MA 02111 ` www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print LeLibly GN"arne (Bus ss/Organization/Individual): /f V-10 /'t e/A Address: / 7g (!2 �f��/1(! •S A AfA,4 V?w•.S /F�P- C:--Ci-ty/State""Z p L 0 7-6//7- e! _ U t 9Ir Phone #: 7 7 y— 11*7— D It t' Are you an employer?Check the approp(41. , to bo Type of project(required): 1.❑ I am a employer with am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.El am a sole' proprietor or partner- listed on the attached sheet. $ ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp."insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 1 I.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.0 Other comp. insurance required.]' *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information, t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self ins. Lic. #: Expiration'Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal.penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the.violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains penalties of perjury that the information provided above is true and correct . Signature: Date: �— �3 1 Phone — Q / � Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5.:Plumbing Inspector 6. Other Contact Person: Phone#: Vol ® DATE(MMIDDNYYr) AC CERTIFICATE OF LIABILITY INSURANCE 2/28/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURI=R(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER_ IMPORTANT: ff the certificate holder IS an ADDITIONAL INSURED,the pollcy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A Statement on this certificate does not confer rights to the certificate holder In lieu of Such endorsement(s). PRODUCER NKAMEA CY I+laura Balboni _ Clippership Insurance Agency PHONE (781)585-2522 jam.Nel;f/81I SBA-9d16 "All.. Fxn: P.O. Box 112 AooREss�ciipperins@ot>uncaet.aat PRoout9ER 00052572 Kingston MA _023.64 _ IN9URER(S)AFFORDING COVERAGE NAIC B INSURED INSURERA:Nautilus Insurance CObI[Jdn]7 INSURER11:;j b jty Mutual_ Ins Co_ - E Stevens Construction Inc INSURERC_ _, ,• _.. . ._ PO BOX 71 INSURER0: -- INSURER E Marston Mills MA 02648 1 INSURERF: COVERAGES CERTIFICATE NUMBER-CLI122426052 REVISION NUMBER: THIS 18 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED A80VE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _ .. moo . I POLICrEFF OCICYQXP IL9R . TYPE OF INSURANCE POLICY NUMBER MM/DO1YYYY MMID YY LIMITS GENERALNAeIUTY EACH OCCURRENCE 6 _ 1,000,000 07Git ME-TO RENT g 50,000 g COMMERCIAL GENERAL LIABILITY PREMI E$jEe oeeunence) - /11/2011 /li/2012 10 000 A _, CLAW194ulA0E �OCCUR Oe1B81 MED E](P(An one persat) Z ,•-_ PERSONAL&ADV_INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG S 2,000,000 X POLICY wi LOC -- — 6 AUTOMOBILE LIABILITY COMBINED BINDLE LIMIT S (Ea accident) ANY AUTO BODILY INJURY(Per pamon) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULEDAUTDS PROPERTY DAMAGE $ -- MIRED AUTOS (Pat accident) - _ 8 NON.OWNEDAUr09 - -- --•-•• S UMBRELLA LIAR OCCUR EACH OCCURRENCE 5 EXCESS UAB CtA1Ms MAOE AGGREGATE S --•_ DEDUCTIBLE ••• a RETENTION $ BB WORKERS COMPENSATION WC STATU- DTI+ AND EMPLOYERS'LIABILITY _ T_ORY LIM ANY PROPRIETOWPARTNERIEXECUTIVE Y 1 N E.L.EACH ACCIDENT $ 100,OOO (MFICERIMEMBEREXCWDE09 NIA 1-319-372560-020 /27/2010 /27/2011 — ; (Mandatory In NH) E.L.DISEASE-EA EMPLOYE s _ 100,000 if ons,oeectlbeunder E.L.DISEASE•POLICY LIMIT S 500,000 DESCRIPTION OF OPERATIONS below i DESCRIPTION OF OPERATIONS/LOCATIONS I VPHICLE9(Attach ACORD 1911,Additional Remarks Schedule.It mom■P■ce Is MQulred) l i CERTIFICATE HOLDER CANCELLATION (508.)429-5433 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE: THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS- Gary Blazis 105 Serry Holly Dr AUTHORIZED REPRESENTATIVE Marston Mills, MA i Joseph Balboni/JBALBO ea •fi /� iC� i ACORD 25(2009109) ®1988-2009 ACORD CORPORATION. All rights reserved. INS025(2ooeoe) The ACORD name and logo are registered marks of ACORD i 2011/02/24 11: 56: 55 2 /3 ACORD DATE(MMIDDIYYYY)p CERTIFICATE OF LIABILITY INSURANCE 02/24/2011 PRODUCER 508-398-6033 FAX 508-760-1667 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Eastern Insurance Group LLC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 519 Station Ave ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. So Yarmouth MA 02664 Cynthia Jenks INSURERS AFFORDING COVERAGE NAIC# INSURED No 1 Foundations INSURERA Peerless Indemnity Insurance 18333 1141 Old Stage Rd INSURERB: Excelsior Insurance Company 11045 Centerville, MA 02632 INSURER C_ INSURER D: INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDT TYPE OF INSURANCE POLICY POLICYEFFECTIVE POLICY EXPIRATION LTR NSR DATE MIDD DATE MMIDD LIMITS GENERAL LIABILITY CBP8685991 0611412010 0611412011 EACH OCCURRENCE $ 1,000,00( TUNE4_10M MERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 100,00( CLAIMS MADE a OCCUR MED EXP(Any one person) $ 15,00( A PERSONAL&ADV INJURY $ 1,000,00( GENERAL AGGREGATE $ 2,000,00( GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00( X POLICY EC LOC AUTOMOBILE LIABILITY BA8681992 0611412010 0611412011 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ 1,000,00C ALL OWNED AUTOS BODILY INJURY B X SCHEDULED AUTOS (Per person) $ X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EAACC $ AUTO ONLY: AGG $ EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION WC8746778 0210412011 0210412012 X I TORY LIMITS ER P AND EMPLOYERS'LIABILITY ANY ROPRIETOR/PARTNER/EXECUTIVE -- E.L.EACH ACCIDENT $ SOO,00 B OFFICER/MEMBEREXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 500,00 It yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,00( OTHER Steven Be 1 anger included for WC Coverage DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENTI SPECIAL PROVISIONS Evidence of Insurance CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Nathan Rudman REPRESENTATIVES. 50 Wa terman Farm Rd AUTHORIZED REPRESENTATIVE Ce tervi77e, MA 02632 Cynthia J Jenks ACORD 25(2009101) FAX: 508.428.5433 01988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ACRD CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 0212312011 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER.OF INFORMATION Cowan Insurance Agency,Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE _ HOLDER. THIS CERTIFICATE DOES-NOT AMEND, EXTEND OR 359 Main Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.0 S ELO . Haverhill MA 01830 INSURERS AFFORDING COVERAGE ,; .,.4-_. NAIC_# INSURED Pires Construction Cofp. ' ` INSURER A Associated Employers Insurance Com an --- - 379 Braggs Lane _ ► INSURER B: "r a INSURER C: i Barnstable MA 02630 1 1 INSURER D: INSURER E: _ •.�- w••. COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING.,. ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRADD' POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGES( RENTED CLAIMS MADE F1 OCCUR MED EXP(Any oneperson) $ ' PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ AFrT POLICY PRO- LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO - (Ea accident) $ ALL OWNED AUTOS -i BODILY INJURY $ ' SCHEDULED AUTOS `) ^ <gi'r w- (Per person); HIREDAUTOS' BODILY INJURY $# NON-OWNED AUTOS iF ao "i ----(Peraccident)__._ • PROPERTY DAMAGE (Per accident).._.., ,�_• $I _ _, GARAGE LIABILITY AUTO ONLY EA ACCIDENT $ ,Y ANY AUTO EA ACC $ OTHER THAN - AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $. WORKERS COMPENSATION AND --- ;- _} X WC STATUTq- OTH- A EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE WCC5008896012011 01121/2011 01/21/2012 E.L.EACH ACCIDENT $500,000 OFFICER/MEMBER EXCLUDED? Yes E.L.DISEASE-EA EMPLOYEE $5OO OOO If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS 508.428.5433 Carpentry contractor. Donald Pires is excluded from coverage. CERTIFICATE HOLDER CANCELLATION _ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Gary Blazis DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN 105 Berry Hollow Drive NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION 0 AB OF ANY KIND UPON THE INSU B,-ITS-AGENTS OR Marston Mills,MA 02648 REPRESENTATIVES. AUTHORI R R19ENJA<VE ACORD 25(2001/08) --_: __,: �. _ ©`ACORD'CORPORATION-1988 Feb 24 11 11 : 17a National Grid 14014670473 p. l ti n I d n� ri o a g December 10, 2010 Mr. Gary Blazis Re: 50 Waterman Farm Road, Centerville, Ma. This letter is to notify you that after our investigation, it has been determined that there is no gas being supplied to the front building located at 50 Waterman Farm Road, Centerville, Ma. If you have any questions please feel free to contact us at 781-907- 2930 Sincerely, .Diane L. Stevenin Customer Driven Construction diane.stevenin@us.ngrid.com 781-907-2930 781-522-1056 fax 40 Sylvan Road E-2 Waltham, Ma 02451 Jan. 5. 2011 3:05PM Nstar No. 8195 P. 2/2 SNINSTAR One NSTAR Way EL EC TR/C Westwood,Mossachuseft 02090 GAS January 5, 2011 Nathan Rudman 178 Captain Samadrus Rd Cotuit, MA 02532 RE: 50 Waterfarm Road, Centerville Dear Mr. Rudman: At NSTAR, we're committed to delivering great service. This letter serves as confirmation that, as of December 21, 2010, the electric service to 50 Waterfarm Road, Centerville, has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at 1-888- 633-3797. Sincerely, �e Eileen Gurska New Customer Connects Centerville-Osterville-Marstons Mills Water Department P.O.BOX 369- 1138 MAIN STREET OSTERVILLE,MASSACHUSETTS 02655 www.commwater.com OFFICE OF BOARD OF WATER COMMISSIONERS VYATER WATER SUPERINTENDENT DEPT. �1D TEL.No.508-428-6691 P NS FAX.No.508428-3508 . December 15, 2010 Town of Barnstable Building Dept. 367 Main Street Hyannis, MA.02601 Re: Account#8603 Nathan T. Rudman 50 Waterman Farm Road Centerville, MA Gentlemen: On Wednesday, December 15, 2010 we disconnected the water service at the curb stop for the property mentioned.above. It is our understanding that the owner plans to demolish the house, re-build and-will have a new water service at a_later date. If you have any questions,please call our office at 508-428-6691. Very truly yours, Herbert L. McSorley Assistant Superintendent HLMCS/jw 0oc:«1:149s607 09-29-2010 12r55 Ctf JWL-192545 LAND COURT,BOWON.Thi Und Locus:Lot 33,Waterman Farm Road,Centerville,MA herein deNAM will be shown on out approved Pfau r to follow as • At��r cv��G SEP 17 201 33 (�D Ab�� 710N10my) TO. PONM" ACTtNQCWINQIWFL DEED h'I6 We,NATHAN T.RUDMAN AND KAT1tXN M.1tITT1AN,1 ?shlCltfP. c t•n!mtc by the entirety,both of 178 Captain Samadrus Road,Cotuit,Barnstable County,MA, for consideration paid of ONE DOLLAR($1.00), grant to NATHAN T.RUDMAN;individually,whose residence and mail address is 178 Captain ma-d is lead;C(t�a�it,Barnstable Co�.��h1,11A 02635, with Q.MCLA M COVENANTS that certain parcel of land,together with any buildings thereon,situated in Barnstable(Centerville) Barnstable County,Massachusetts,more particularly described as follows: LOT 33,shown on Land Court Plan No.32290-F,as filed with the Land Court on December 22,2009. The above-described premises are conveyed subject to and together with the benefit of any outstanding rights,rights of way,reservations,restrictions,easements and other matters of mcorl,insofar as 44w same mad be u JrCe alai applieable. For title see Certificate of Title No. 156588. Lot 33 is aportion of former Lot 3 on Land Court Plan No. 3229 i-D tz'pared for Nathan`l`.&Kathryn M.Rudman by 138G Group,349' Main Street,West Yarmouth'MA 02673 and revised on December 11,2009. [continued next page] r' W1INESS our hands and seals this ( day of zv rv. N Rudman^ COMMONWEALTH OR MASSACHUSETTS Barnstable,ss: 2 %4.. T7,o„..erern,ollv.�n�atl 4Fw aiv�ve.YtAmecl (v(/�S�""�i�l �T�l�(./M h'1Lt�--{�U� proved to me thro sfactory of identification,which was irF,ti ---- to be the person whose name is • ..,..,.....,.t,e,t.i...,,,.,.m,t a o�lr,.ntvirdoi the fore�c�i i to be J aL 3 .>�..d«...... ca.— .,- -.. his/her free act and deed,before me. % otary Public f ,._..n __� My Commission Expires:, 0 Q� AV .AMST AE4��1 BARN STABLE REGISTRY OF DEEDB Doc. No. 1,149,607 Ctf. No. 192545 TRANSFER CERTIFICATE OF TITLE From Certificate No. 156588, Originally Registered February 11,2000 L� coca y. THIS IS TO CERTIFY that NATHAN T RUDMAN, of 178 Captain Samadrus Road, Cotuit, Rarnst bl e, Co,i,,rt v., Q!A r r?-ii< the owner(s) in fee simple, of that land situated in BARNSTABLE in the county of Barnstable and the Commonwealth of Massachusetts, described as LOT 33 PLAN 32290-F So much of said land as is included within the limits of Way "M", LT�� ".Ir" T.T— ntrg - 3 n___ - - 1 J , 11-1 + Cattle ngsi F.", �cr 's"ho�t•n, o saidj13��, i Z-Ub E,ct to the :iCgh s Gf all persons lawfully entitled thereto in and over the same. Said land is subject to such rights as may exist in the ditch Said land is subject to the rights of the public in the tidewaters of Said ,Te. n; r€- . There is appurtenant to said land the right to use Way "G" to and from Waterman Farm .Road,. st,ow� entitled thereto. There is appurtenant to said land the right to use Way "F" to and -.,.fiCwt_SC- ..s•�,.rF,e-p 81h�ot-?n o;'1: Bal.rr r-=1, 1T`. c:{3.i1=lrl W3i,h all Gi`.icC. --ptg5(as IciwL'lYl1.y entitled thereto. There Is. s-�—4 a.i~wMali::a t to mica s i tiCCS t}� t to ,m__�y and Y p��+ the culvert, shown on said plan together with drainage rights over same. mow.: mFMnRANnA C)F FrL\lCIJMPRANC.F'S GIN THE I ANn . ILA#3.I.B.E.F, 7� MCA: Ls—( EB_Z , F.I.0 IF Ctf:1,92545 _ 1 149.60?\ DATE OF INSTRUMENT DO`u`UMENT DATE AND TIME N,)MBER <IND f UNNING IN FAVOR OF 'TERMS OF REGISTRATION DISCHARGE SI-GNATURr 177,543 N .SEE ,DECREE 07- 13-1972 1 07--31-197 12:27' . .:193, 110 D $TEPHEN H FULLER (&-6 �'RTS OF WAY Z 32290-A (SH 2) 01-03-197.15 1 01-20-1975 2:36- afi 286,071 RS f OMMONWEALTH OF tWETLAN«S SEE OOC 10-07-1986 1 €1ASSACHUSETTS: 09-11-1981: 11 :06` 792,245 0 BARNSTABLE CONSERVATION 3 32294-D 12-08-1999 1 COMMISSION 02- 11-2000 1 :20, I 1.025,963 0 BARNSTABLE CONSERVA': ION 3 32290-D 10-2?5-2005 1 ('OMMISSION 02-10-2006 8:47 F' 1 .098. 333 N 6ARNST73LE TNSIN OF 'XTENSI.ON 0 1 .025.963 10 '6-2007' '. 1 (CONSERVATION) 09 18-2008 3:49' •�,. ' 1.1.39.819 RS BARNSTABLE T04N OF 10 32290-F 05-06-2010 1 05-32-2010' 1 :56 Barnstable CoJnty Registry of D ed--,;. f . A True ('opy, Ahest John F. Meade, Rely e� r� ata,�i pn fi{i anrumhr.e a. date of relietrdtlor� prior to �; L - �''/O _- i"ncumbranees listed e n this oertrficate after th it date• s have not f min fully v'"fied Mid *re not covarec under , -. . �,,,' .FAVI4iAR.11'Bf M4►-63Ri �- fi 3 1t mi=MnRANHA OF FREC:IIMRP ANCF'.; nN THE E ANU hFSC: TRF[ IN -HIS ', FRTT TF CAT' Ctf: 192545 1 . 149 607. DATE OF INSTRUMENT DOCUMENT DATE AND TIME NUMBER KIND RUNNING IN FAVOR OF = PERMS OF 2EGISTRATION DISCHARGE SIGNATURE J a i 74S 09--16-2009 9:25 1 Ct f o s I89532 BARNS TABLE LAND COURT REGISTRY QUITCLAIM DEED I,JOSEPH P.CORSIGLIA,INDIVIDUALLY and as TRUSTEE of HORSESHOE LANE T,TC:<A T Tl1 TT1.T T!iT d, #;LJ.. 2_ y ..e—,L� +: u v 3M o a -i i y y Barnstable County Registry of Deeds in Book 7469,Page 75,of Centerville,Massachusetts 02632, for i i=Me ou pad wad in =NIDRED T1MT`z T'r THOUSAN(�D and 00/'�1r 00($435,00�0.0�0a)y DOLLARS, grant to NATHA�Nt T.R•U}DMA{N,of j 1 7 U'map'a 3�4`�� $ iLS f�i.�f+�,Co!�i►i.,li W7.yCW1i�Luvti3-026.3S,-iidth�g �vLfa[Ft F Cif G-ait�ii'Sl�i�13� C that certain parcel of land,together with the buildings and improvements thereon,situated at ' 50 ' awiwad F&ffl Rom "i c ,te (C ciiceii�% le), ` asits'taii a county, imas3d�h'awtts, shown as Lot 2 on Land Court Plan No.32290-C and on a plan drawn by Bearse&Kellogg, Civil Engineers,dated October 1954,recorded with Barnstable heeds in Plan Book 118, r Page 97. C S Together with a g right of way in common with all others now or hereafter entitled thereto over y said right of way as designated on a plan aforementioned to the public highway. 2 Q Subject to Grant of Easement and Right of Enforcement of Restrictions dated March 28, d1 2007,recorded with the Barnstable County Registry of Deeds in Book 21925,Page 18 and d? registered as Document No. 1,060,777. f1 - THE UNDERSIGNED TRUSTEE HEREBY WARRANTS AND REPRESENTS THAT THE HORSESHOE LANE'REALTY TRUST SET FORTH ABOVE IS, STILL IN F-Ti . FORCE AND EFFECT, HAS NOT BEEN AMENDED IN ANY WAY, THAT THE BENEFIC'T.ARTFC ARP OF 1F(TnT T AC-P. A ADV WNT rn mEl r�rIq rrv� ;e'Krn ay.a.:a_ - THAT THE TRUSTEE HAS BEEN AUTHORIZED BY THE BENEFICIARIES OF SAID TRUST TO PXBC'T>TTE A?NTD T) .L•I_�rpR 'y. +�`.: es - ..5 ..�7_xx+.<; .ry�4.n`}$�.:v^t..}—�i,:�`,'e3 '�,r #P� Z� pp�� S .,�i ra ayy .r+,fr' r�r-F�y9ryry' n.^si--yy; �.+3.�/{- �]�99--�� a'n�si za;.��,p_ j#�'./'�i ilCtl��i'.L.. ✓ y W h�.e'w5.- xe e:j'!—'es*P A 0 4M`o —11tax.iU7.£ble;IFb ATTORNEYS AT LAW the fiscal year 2010. FMPAU=Rov-P VOrmOW40 nL0,10 e50&42&M r CWW5064I0.3162 4 sr , r Fortitl.,seed' t?ditd Ptri�1ff.;7 f94S.rP�tq►�rv�s�t��n*hff�oQ�rnaMf�fa/t��n4.rUP�nfw.r.•#' : r.3sW 3,...3 , .; J s?s'-�,tr r k:tt's:t ,+s.+Ysee_s r,d,�a✓•a. .i_S;✓3.R.».�.y'tiw.�'+J1:' Deeds in Book 9989,Page 201;see also Certificate of Title No.63703. WITNESS my hand and seal this day of J 2009. rc- Zph r 7 F g� trustee aforesaid COMMONWEALTH OF MASSACHUSETT'S COUNTY OF BARNSTABLE F On" �� -day of i 20d9 before me the em,g e,1—not a m',Y public, personally appeared Joseph P. Corsiglia, trustee aforesaid, proved to me through satisfactory evidence of identi fication;which v,aa.,erso+.?lly! rc� 3±01 the won whom name is signed on the preceding or attached document, and acknowledged to me that he. signed it VolM-tWily fnr its stated purpose.: . SAME Ac Printed Name: MnTkclvaa.u► My Commi_.-sinn ii r► . W Wnu F - ,. ,. 0 �t�ASSApgf�flS --- MASSACMBETTS STATE EXCISE TAX � BARNSTABLE LAND COURT REGISTRY tl#: 189 Ooc�: 1123745 Fee. $IP487.70 Cons: S435.000.00 !I , BARNSTABLE COUNTY EXCISE TAX BARMAPAE LAND. CDUPT RCC-16TQv Dater 09-16-20* B 0?*Sam 184 Doc4: 1123745 Fee: $1,174.50 Cons: $435r000.00 l f e TRUSTEE'S CERTIFICATE I, Joseph P. Corsiglia, Trustee of Horseshoe Lane Realty Trust, do hereby certify that: 1. 1 am the sole Trustee of Horseshoe Lane Realty Trust Linder Declaration of Trupt dated M;_"I TP, 1987, recorded with Barnstable Deeds in Book 7469, Page 075. 2. Said Trust is in full force and effect and has not been amered, ame-fided, oc r�vQked. 3 . All of the benehficiaries of the Trust are of full age, a d f4 -77i of su - S nn noAnr,, J. , c , beLne_'.. 16n ; U*Ider any disab._. a corporation selling all or substantially all of its Massachusetts assets; or a personal representative of an estate subject to estate tax liens. 4. 1 have been duly authorized by all of the beneficiaries of said' Trust to execute, acknowledge, and deliver a Quitc."aila Daad- to Iliathan T. -.Izudman, for cons- idoration paidk, conveying the property located at 50 Waterman Farm Road, Centerville, Massachusetts 02632, and to execute and deliver all ftwairrente and take any actinn necessar. to consummate said transfer. *$435,,000.0() Ex6cuted and sealed on August 2009. Joseph P. Corsiglia, Trustee of Horseshoe Lane Realtv Trust COMMONWEALTH OF MASSACHUSETTS C OT,71,717 OF RZ�i PdIS7 IP.B L 2 On this day of August, 2009, before me, the undei�siqned rso-taTy' ga tcf� -appparred Jloseph P. Corsiglia, trustee aforesaid proved to me through satisfactory evidence of identification, which was pers-one 11v known., to be the -s- 0'pe-7 whor the preceding or attached document, and acknowledge to me that. he signed it voluntarily for its stated pub SAw F.ALcER,P.C. W-3TAIRY PUSUG ATTOMM AT LAW Printe" oa MMU.MAUAO�WM OM ----------- my O C FACMOOMM3162 ...... UNABLE KUM OF DEE Doc. No. 1,123,745 TRANSFER CERTIFICATE OF TITLE From Certificate No. 63703, Originally Registered January 20,1975 in the Registry District of Barnstable County. THIS S I5 TO (:9kekIFY that X I`HFl1Y 'iz KUb of 178 Cap'n Samadrus Road, C:otult, Massachusetts 20635, the owner(s) in fee simple, of that land situated in BARNSTABLE in the county of Barnstable and the Commonwealth of Massachusetts, described as LOT 2 PLAN 32290-C r So much of said land as is included within the limits of Way M, Way Z and Way E, is subject to the rights of all persons lawfully entitled thereto in and over the same. And it is further- certified that said land is under the operation and provisions f.VF nL. �L.�. n .1 _ ... - .:t. t _ '45,,1i_, f,: Tt � •'-lY �.-^S^" y,y-�.1y 1 its F �. �r 1- L „,.YYi., c3k�# t i._c-.2Cr 1}...,. � tF.s3u "1'.Lbt'. () >rE... C•_). �L,4? ....i€y. land is registered under said Chapter, subject, however, to any of the encumbrances mentioned in Section forty-six of said Chapter, which may be subsisting WITNESS KARYN F. SCHEIER, Chief Justice of the Land Court at Barnstable, in said County of Barnstable, the sixteenth clay of September in the year two thousand and nine at 9 o'clock and 25 minutes Attest, with the Seal of said Court, JOHN F. MEADE, Assistant Recorder. Land Court Case No. 32290 P ENLG111`16BNU .F S O N Tf;'.F I A;;` D n F :-C R T! F n T :�CP,1 T Tf l CA T F C f: 1891s32 1 . 123.71 DOCUME::VT DATE OF INSTRUMENT NUMBS:Z KIN.".+ RUNNING IN FAVOR OF TERMS DATE AND TIME OF REGESTRATION DISCHARGE: SIGNA'iURE 060.7 r7 ES JOSS-PH P CORSIGL[A 2 32290—C 03-28—�2007 1 $1 .00 04-09-2007 1 :23 123.7,46 M CAPE COD CJOPERA'; IVE BANK 2 32290 C 09 15— c009 1 $34:5.000.00 09 16-2009 9:25 t3 7rnsL'3t"�F' Cc�i..t�iy f-'ci;�i�•;iry : '' [::yp�da F. True (-:;opy, ^t!e.sl John F. Moode, RenislOr TS"�TfIfr�rim-7e srt+�»afig to«- a date of retistration prior Fixumbrane y iistr,ri b+) this certi'ic,:i!r. ._f r that date h '.ve not been folly ve ifit d and i e, r,n+f7r unde' �I i f o P March 1 2011 f ffective Date: . f Western Suretyom■ an f / n n a o LICENSE AND PERMIT BOND G tl KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 71058376 f P That we, Nathan T. Rudman P e of the City of Cotuit State of Massachusetts as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of Massachusetts , as Surety, are held and firmly bound unto the Town of Barnstable State of Massachusetts as Obligee, in the penal sum of One Thousand and 00/100 DOLLARS ( $1,000 00 lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Site Improvement Performance For Driveway/Curbing by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until March 1st 2012 , unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing,-by First Class U.S. Mail�be Obligee and to the Principal at the address last known to the Surety, and at the expiration oft Is from the mailing of,said notice, this bond shall ipso facto terminate and the Surety sfi1"eu3oii• °.sieved from any liability for any acts or omissions of the Principal subsequent to said d '1ad ' a number of years this bond shall continue in force, the number of claims made ?a his bonk Mkhe number of premiums which shall be payable or paid, the Surety's total limit of li—a' 'all not be. ulative from year to year or period to period, and in no event shall the Surety's total litx�fo ,a � a�gS"exceed the amount set forth above. Any revision of the bond amount shall not be P ` cu Dated this 1st day of March 2011 0 P n P f P P f 4 f f P 6 Principal r• e r e P 9 Principal WEST E ShRET COMPANY a n , e P By a Paul T.Bruflat,Se for Vice President G Form 532-1-2010 n n f e 9 ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this 1st day of March 2011 before me,the undersigned officer, personally appeared Paul T. Bruflat ,who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer,being authorized so to do,executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. }yy5y5yyy�,5g5ywwwhyghyhhh t S. ETCH s ss s AL NOTARY PUBLIC SEAL s SOUTH DAKOTA Notary Public—South Dakota }yyy�,5hhy5�,ygtig�,hh��yyhg t My Commission Expires February 12, 2015 ACKNOWLEDGMENT OF PRINCIPAL (Individual or Partners) STATE OF ss COUNTY OF On this day of before me personally appeared known to me to be the individual— described in and who executed the foregoing instrument and.acknowledged to me that—he— executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) ss COUNTY OF On this day of before me personally appeared who acknowledged himself/herself to be the of a corporation, and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public E4 E ~ O W U z a , AA a) � o � o 4 W GQ cu ti c/ �4 0 p w o U� (X4 d' -C 7'-4 112' flp 10 78-1 °v o 1. 1 _ 11=1CI 1Gl - \ \ II mu O li o - (n _ \ Z a A rp \ \ D = o ��IIIC C I m, O m 941 tT— cl o °'404, 8go .I II Ao$- g. o �o E mo 00 a8o T � pzt ° r+N .,tp A A 0 .... .6 J \ -- -- \ 11 7/e"AJS 20 FLR.JOISTS @ 16"O.C. e \ i o - p 11 718"AJS 20 FLR.JOISTS D N @ 16"O.C. JL m� T e �—E Teoz.°: v3 Fo~SDI ol c: r D im \ y aNN _ W I m P.T.WD DECK JOISTS @16'O.C. cp m y OS / I A s Z W i-. - mn i I�.• � ass` � •:1 o0 11 7/8"AJS 20 FIR.JOISTS @ 16"O.C. 11 7/8"AJS 20 FLR.JOISTS @ 16"O.C. I _ - mn1 - � m I 0 P o A _ (2)1-5/4"z17 7/8"LV_L �n a (n _ 12-5` -n I 3'-9° 2'-10° -I a '� rn D og ma ° m 0 F4 ( N ° D a �` ►nm F m s m r � r. . yFc �5(Cr A o s: '� o a cn � �f g � m v C? (. �'a m m 56 - •. m IW o G Fi" — — — — — — — — — — rn � SoF o" D Y m m f aye 2 � ypos 50„ .31,0,l .. $ 360". A > a PROJECT: REVISIONS: DRAWN BY: IT, - F' - -r ( ) 428,4219 Z RUDN!l41d RESIDENCE FAX(508)428.4295 9p o SO WATERMAN FARM ROAD,CENTERVILLE,MA - o TITLE: ARCHITECTURAL INNOVATIONS FOUNDATION PLAN, SECTION A DIVISION OFAI ENTERPRISES.INC P.O.BOX 2056,COTUfL MA02635 - 9 Z rnm O N cb u' WINDOW&EXTERIOR DOOR SCHEDULE a N Q u1 0 rn KEY ROUGH OPENING W x H ITEM# STYLE MATERIAL - - LL ZIlk '. O 7-53/4'x4'-53/4" _ 2953 PELLA PROLINE&1 DOUBLE-HUNGMIDOW WHITE ALUMINUM CLAD © 7-53/4"xT-113/4" 2947 PELLA PROLINE&I DOUBLE-HUNGWINDOW - WHITE ALUMINUM CLAD _ - - .. _ J WZ O Qau © 7-53/4"x 2'-113/4" 2935 PELLA PROLINE 9 LT CASEMENT WINDOW WHITE ALUMINUM CLAD L- Ld In r + 2'-53/4"x 2'-53/4" 2929 PELLA PROLINE B LT.CASEMENT WINDOW MITE ALUMINUM CLAD ,J,O N O '6'-0"x 6'-10" 7282 PELLA ARCHITECT SERIES SLIDING FRENCH DOOR WHITE ALUMINUM CLAD 30'-6I/2" IS'-91/2' W; m O3'-11/7'x 6-10" 3782 PELLA ARCHRECT SERIES SLIDING FRENCH DOOR FIXED WHITE ALUMINUM CLAD - I_G d © T-23/8 x6'-11'+'TR. TO'x 69'+12" FRONT DOOR W/TRANSOM - I OT-2 3/8 X 6'-1 V 3'0"x 6'6' BROSCO(OR EQ.)9 LIGHT SIDE ENRTY DOOR 4 12:O 3'-2 3/8"x 6'-11" 3'0"x 6'8" FIRE RATED DOOR - STEEL 18'-fa I/2' Q 9'0"x 8'-0" OVERHEAD GARAGE DOOR NOTE:ALL WINDOWS TO HAVE REMOVABLE INTERIOR GRILLES. - I CUSTOM EE 50RNES BETWEEN , ' 4x4 UALLY SPACED POST9 ]'_I Q 3/4' CASED00 1.IN 1 Ix TRIM PATIO - 20'x 12'. }, b SCREENED IN.PORCH - - _Do DUE TO LARGE KING STUDS,H PLACE 26 N 12'x 12' MAYBE REPLACED DJC EN IN PLACE - Z STHD-RJ(SYM.TO'AOJACENT PORTAL) ." PATIO Q y - - 10'-7" 15'x 5' O INTERIOR ,DOOR SCHEDULE D 3" KEY .ROUGH OPENING Wx H SIZE - STYLE NOTE - #:ALL fix6 POSTS TO BE D-FIRISYP/SYP-PT or PSL O 36"X 83" 2'-10'x 6'-8" RIGHT HAND SWING DOOR SOLID CORE MASONITE 3'IJ� 4 2 4 3 3' qO .� 9K zR,g DN O 3K O 36"X 83" 2'-10"x 6'-8" LEFT HAND SWING DOOR SOLID CORE MASONITE, _ — Y — - —s SOLID 2x6 CORNER T I O PATO O37'X 83" 2'-6"x 6-8" RIGHT HAND SWING DOOR SOLID CORE MASONITE - STHD,RJ 2KK O O 12•D 4K�8 /oK6k6 O I O orLfixe I 1 O - ,� 6'-5 I/2' T •14 D-FIR/SYP PSL - iV PSL N L {I - ® 37'X 83" 2-6"X 6'-8" LEFT HAND SWING DOOR- SOLID CORE MASONITE O * iV 11 m STHD�RJ 1Q f 14 STHD-RJ STHDR - f" - — ____ O 26"X83" 2-0"X 6'43" LEFT HAND SWING ODOR SOLID CORE MASONITE UNLIKE(LONGER) )ARE REQUIRED IRED PRJ J ' 3K-`I O In STRAPS(LONGER)ARE REQUIRED THIS WALL QP 3� 3� 14 QP 2K 8 50"X 83" 4'-0"X 6'-8" DOUBLE DOOR SOLID CORE MASONITE TO ACCOUNT FOR RIM BOARD @ 1ST FLOOR (I (I " O67'x SY - 5'-0"X6-8" DOUBLE DOOR SOLID CORE MASONITE 8 3K 3 3K DINING ROOM ® 74"x 83" 6'-0"X 6-8" CLOSET BI-FOLD DOOR - SOLID CORE MASONITE (3)LTP4:OBL.PLATE O Eqq O f 11'3"X 10'6" - M45pNRr FP,CniMNCt w / BUILDUP AS ONE SECTION UILD AS CONTINUOUS 2x6 BRNG.WALL 4 TO SAND JOIST 3 - (3)1 31P 111 114'LVL or V 3 O65 1/4"x 84 1/4" 2'-10 x 6'6' POCKET DOOR SOLID CORE MASONITE = 3 , - (3)2x12 W/(2)12'PLY FILLER - d / O 6x6KiNGSTUD MASTER BEDROOM —lc FAMILY ROOM Q / 1 VAULTED CEILING' 1 _ 366"X200" _ S z' • _, ,. Oz GUEST BEDRM/OFFICE I� - - , �� I- 3K - 12'8"x 14'0" - y--.-----.-.--------- � � d I _n Z , — M ,J( 6xfi KING STUD HI 1' 8 - 4N. S-2 10-2 _O -6 I/2' 6'-I I' I I'-81/2' I N - I � � - (6)LTP4:DBL.PLATE %. (21&-x 11 T/8'LVL BEAM lw ® • -- (3)1&4'xlt TlB'LVL BEAM ohaw I- r•O 2 ix „y O/ TO BAND JOIST - - - Aim FIA g ( (®0 ® KITCHEN 0* a ad�Al9-.. .�. ._, -. / \ 'O. 1, \ 8 - O ` -L9 39'H HALF WALL,10'WIDE ° \ WITH 0'DIA.COLUMN - i0 1 PORCH 3'_0 � 3L" p\ -- >i< �— OPEN TO ABOVE 7,11 - 2,_3 IZ', BATH HDu r 6' IWALK MUD ROOM zK H N zK .2O PANTRY '_: ..... .I .I.:__ FOYER e. 2'-6' 8 fi.�`o l FO ER RAINGi G DE A�9 _`_ --- O ____ W / e�os)� .�4\ ?•', POR H L9 a BATH. LAUNDRY o® 2.,.. .,•.;Q I O U J \oey.6.N 00 y�, rn A I I " - I,- HDU 1 HLu o j /•r ',U�ti O �'• % `9 I' o o I I UP S RS l i I - pj Q"Dr�oi� yG�e� \ r y� � \ '^ 2 ! O O I `^ O I% _ 6-p F "I/, L(Fpa' , \� 2K 2K 2 © 1K 1N I' OSOLID2x6CORNER Z m `0r"4P` --- --..m<" - Q C7 ... O 13�-Q. O Z a a 00 3. ti I 4s C � G� •2. / HDu COVER WOOD DZ C L \\ \F _p QQ OVER WOOD DECK St li C ' S AS - - S3 O Q - ) \ t� A 6 _ a LIA DORIc 9 LL S2 5TRUCTURAL COLUN1145 Z Z O 10 \\\ •,�eP O j 5'-0. 3 I-O. 15'_4. •o. D\e: D g a° _I sl•-a• ;9e- .....1'CN OF� ,�Z \ \ 5� �o MARK A. G��r oLU 5P\ FIRST FLOOR PLA N M 1 ZIE a� a s, \ ^p 0 1/4"=1'-0' living area - 1854 s.f. `u ., 4� DATE: 08/27/2010 IL•. __ / /D �O4Ja SCALE: AS NOTED ss'/ ��,G/' DRAWNG#. OVAL � AZ - 8 z \ Q \ 7 46 o O \ Zpl Ee°sod / \ n m vi any I I '•\0 11 1 I I I .o 12._0. 1 - m I - I I I I r I I r--1----1--- - BUILT IN5s= OI � �CLOSET UlIOER SLOPE ' _ 1 N Z • O in' i: y - a). if m I, o o t` p O - 0 - .- v a al I/2 3'-6" �D I T-3" yfv. 0 I SNOWER / `I DN 4 Zl I r g 12 0 1,,1/2" 1 m - a zo z x•I m (91n or \ I E\ L _ I I N 1 5% I - F 5, om o°m 1 �' =o i - - 0 n1 o 1 b� Ty m u, f o 0 . o I a zm I 1 � 1 I � 1 m D O --- D -O -----OO o D -n - - mB• 'P� 07 ITI D GiG' 14'-6" 16_6• "fin D > ° PROJECT: - REVISIONS: DRAWN BY: 1 - ol z m m ( '4284219 )428,4295 N m RUDM�4N RESIDENCE FAX(508 at Oz v 50 WATERMAN.FARM ROAD,CENTERVILLE,MA TITLE: ARCHITECTURAL� o J INNOVATIONS SECOND FLOOR PLAN P.O.BOX 2056.COTUIT,MA 02635 o �. p n g $ I I I I m AA D b U 0 yp - m m p 3 I I I I I match line @ 45 deg.corner I �J .ego �o`ss O = N� A� 0 oN I z°F�Fz m� �O �K � ®® o Ly IFMI 9 �0- H-F — --- m„ M m N < ® 'o T � �� pQ _ o sus gmg � ®® nyp p` U F N F c� match line @ 45 deg.corner - 0� np mF P BE y I $� ® r� NN 7.. p Z. E ILE rv� �pA O �6 G 6�00 0 o n NA M01Nr0-O 3 4l 7'-4 1/2' I A o ° PROJECT: - REVISIONS: - - DRAWN BY: M- 0 m (508)4284219 Z RUDmAM RESIDENCE FAX(508)42a4295 50 WATERMAN FARM ROAD,CENTERVILLE,MA. o TITLE: . ARCHITECTURAL INNOVATIONS - 'ELEVATIONS - A DIVISION OFAI ENTERPRISES.INC. P.0.80X 2056.COTUIT,MA 02635 N Z 0 N O F a O w No x( U,I�JJy1�' N Z_ {. f W ~ .15TOI a VENEEK - 'L IIO�j X xH RAKE W/I x3 ShIIJGLE STOP WI 1 F Q O l = B ASPHALT ROOT 5hIIIGlE9 U . , DORMER PLATE HT. Q 12 MITE CEDAR 5hINGLE5 - TYPICAL @ MOP DECK:-- B'E%P05URE-TYP. ® ax4 P.T.WOO CASED IN Ix55 . _ S .. / !MILLED WOOD CAP/OTT BALUSTERS . - 6' W BOTTOM N® O.0 /TOP a BO O RAMS i © 19 Ix4 DECKI14G ON SLEPPeRS.(2x45) \ Ixb BUILT-OUT RAKE W/4'CROWN MLDG. - / Ct"TO REVERSE SLOPE ON OVER Ix 6 RAKE PR UE BOARD % / RUBBER MOPING OVER r - 1/2-CD%PLYWOOD 5HFATHING ON 2.22 DECK/CEILING JOISTS®I G'O.C. CUT TO 5LOPE AWAY PROM HOU5e Y SECOND FLOOR m - UfF0771 - e �. CUSTOM SCREENE5 BETWEEN - - 10'DIA.DORIG Y O2 x Posrs _4x4 P T EQUALLY SPACED CA5W IN I TRIM at FM -r. STRUCTURAL COLUMNS — ...... FIRST FLOOR:� PELLA PROUNE DOUBLE-HUNG - - Ix4 DECKING ON P T DECK FRAME, WIIJDOW5 W/1 x4 CASING. - W/I.JO DECK5KIRT - MO CAP 15HUTTeR5 T _ WHERE 9hOWN RIGHT SIDE ELEVATION z a 5 IX 1 x8 BUILT-OUT RAKE W/4-CROWN MLDG. MASONRYCHIMNEY OVER Ix 6 RAKE PRIEZE BOARD W/5TOIJE VENEER - : I x8 RAKE W/I x3 5NI14GU STOP 12, ASPHALT ROOP 5HI IGLE5 - S 1.8 BUILT-OUT RAKE W/4'CROIMJ MLDG. - - OVER 1.6 RAKE FRIEZE BOARD - plate garage dormer w _ — dow Mir.—ht. 12JU gJ m N 9 W F _ i z Ll © z _ _ L /� © LUTr 5ECOIID PLOOR ® Q ., _ second Iloor aQ garage _ ��j 0- __ ® � � �i WHITE CEDAR ShINGLES �B LL z G � \ 1 W 1 hI END P DOUBLEN .. OWS x4 CASING!4 WI ND WIJD.GAP - W J PIRST PLOOR f. top of Poundahon wall F- w CUSTOM SCREEIJ ES BETWEEN ' 4x4 P.TIN,T SPADED POSTS K H CASED IN'Ix TRIM - a � OVER - - 1 x4 DECKING ON PT.DECK PRAAIE m 1 x 10 DECK SINRr DATE: 08 27/2010 LEFT SIDE ELEVATION SCALE: AS NOTED DRAWING#: 8 � d „pN do °n - lo z p _ pi u _N N° b a® 'o o w xN ° _ _ �.. $ �A o ° xo ion d oo21 LO C 8 0 oHo � �E o a qqNm 11 IRAI III-I n° TIIE�I N ' I `?n3 °fin , - o®� Q .. Lr (n z 7 aN Z . o s gm s m o v z 3 N oN .N O ON 0 IIII C Z o ® S Z 07 o -IIF 1 uz• �. z• d o z. 2 0 �N II II = I c ^ _ ` 0 0 II-III-i C ETE D O IIHI 9 o - o \ m q m nz a m 7'-O" 71 0 8e = o- C - o n Q � O ti m y A': o CD o m m � c D N 1, Q° -, n n m 2 z 3 2 S� ZZEKI C 1 IIII IG Z x III=I N S _ Z 2 y ooN III -A `i�'"N o o r ° 52 N o o - olio �� i, ° g cf) `as = > moo ®x_N @ T o 4-F on- oz '� =o z °m RIP __= w 11 o8 8 J Z O Quo W o auN 2//6== 6'-I O" N Z ^ N � Roo v -III=III � � .Nao �^ N o o5j; 5 -�n £ m II=1 8 IMF F8 o a m, Fo III_ of 'o o ° wr T NA o Nc s .. �- 4g4 noon iN�N _a N o ° 3 NS o 'Q �3T ool _ na QF � �� I 'o A© o o N" ° ®0�2 you �- ° �q - -H y miF u 0y Ns s c o �� F� A yo �mfF A�, 2 4 Y, �'n =a4 oN -o�,o o� ° "_.o n o w �A0 5o� u o� 0 5T° IIII ngo o°p w � G Go n oa .III=1 E p zo 00 oo —1 Ifl1 c c 8 sTA mop ° n a C 8 /n III- cg, n v .m m a r II �F gN o 0 '4 �� o.: O IIIIII I I F I N --- --------- III IIH c ° Z D a 3__ m I �N m o m \ a I n C Z Z 4 m N A _n F 3 N s o ro a c R = a --- - m o o _ a) r m �---- I/ T m D cz C sp m . a - _ �_ W O y y Il. T _n J /� I°p O W " - m �o O _ 0 gV m /V Jw B ° � c m O V O m 3 a <A / m 0 o�wa r n m 90 ° y o No O �s � ?� n O wm m O p 4��'n g: TIC 'o w®_o m 3 o Qo Q�No N O Q CO N o Ill ---- IIII I m a ITI II P° 31 I II T9 Hp R N y ORzA A uo f o n°� �. � o0 00 o°c mN.� o m oo ®A �' z o 20 0) O o�u° °_ c_ x N 'xNo Am So.O aN a °` o° aN ° q° D e'..Z. oT _ 1S -n ° $ X;� 'y ^ ® �_p �y� � N> .;�' goo � �� o9> N,rA 0 a z O (�J _ N N F z i Nm on p o D > ° PROJECT: REVISI, DRAWN BY: 71 (508)428-4219 Z RUDMAN RESIDENCE - � � FAX(508)428.4295 xp Oz 50 WATERMAN FARM ROAD,CENTERVILLE,MA .. ® m o 8 TITLE: ARCHITECTURAL RA INNOVATIONS SECTIONSDIVISION OFAi ENTERPRISES.INC. P.O.BOX 2056.COTUIT.VIA 02635 'gyp 10 ST " .o ' +TT i9i\ 4FQ°Sr F� a El X II L Z2 U N T y O O - a :U T •"� (2)2x8 HEADER... O rn S m O ~ Z A A � m 0 a >. i(2)1314"x 11,8"LVL- 'emu r- D O - D(n I �— (2)2x8 HEADER - r m - p O O y mi no-�15—rS. T O D o (z)zxto —a Z - F g ° m° V' D �� n o, D `p r x (2)1 3/4'x 11 7/6'LVL-flush N x o ox ITT Z 0 -° z r le mI�� D o � r Z 0 Fall, ["I G °0 8 a' BACK RIM WITH 1/L4'x 11]l8 LVL �� .� 4v.;:. '.r tt.ay. ,...,., i•.a'4w.a a •....twn rr r..r.,'., as ,..K..: o , —_,———— X N ----J p— °' � 1-N— -- N -- -- I "- n g m I I O - O - m Z s- O-4=== > O I A m S � _ S O. _ —_ t—=---_ _— —7 n m I_------I------ I c r co y 177 m N p � r cn 'P• t Fo ni D > m PROJECT: REVISIONS: DRAWN BY: m - - (F 428,4219 Z RUDMAN RESIDENCE AX 508)428-4295 Rc o 50 WATERMAN FARM ROAD,CENTERVILLE,MA - m ° TITLE: p ARCHITECTURAL INNOVATIONS SECOND FLOOR FRAMING PLAN. - A DIVISIONOFAI ENTERPRISES,INC. - P.O.BOX 2056.COTUIT.MA 02635 I` , 7O - \ qo � OA - s, O o A \ ,c 3v. s. F } r-- N a I - y 0 -n !i -- N TI A — — O _ - - - —— O Z 2xi2 RIDGE BOA D m m ! — — O a A 0 o m D _ re a .2x12 RIDGE BOARD ,,O�aQ h.._ _--- -- B�em�r our rznKe I � � .I I � I I I 13. m - � 3 I A1'3�> y G fit X O} r m _ 9 T tad-D �F CC�x« G D > m PROJECT: REVISIONS: - DRAWN BY:D t RUDMAN 'RESIDENCEFAX(508)428-4295 Z ro - I Olt 50 WATERMAN FARM ROAD,CENTERVILLE,MA - A. Q a 8 TITLE: ARCHITECTURALo NNO ATIONS ROOF FRAMING PLAN DIVISION - P.O.BOX 2056,C'OTUIT,MA 02635 r, GENERAL STRUCTURAL NOTES: GENERAL STRUCTURAL NOTES: (CONT'D) SHEARWALL SCHEDULE: SHEARWALL HOLDDOWN SCHEDULE: > 1.ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE WALL FRAMING UPLIFT CONNECTIONS: WALL TYPE SCHEDULE: SECOND FLOOR HOLDDOWNS: MASSACHUSETTS STATE BUILDING CODE FOR ONE-AND TWO-FAMILY - - - DWELLINGS,SEVENTH EDITION(780 CMR),AND ALL AMENDMENTS, 1.ATTACH EXTERIOR WALL STUDS ON SECOND FLOOR TO THE DOUBLE TOP - V1 4 WHICH IS BASED ON THE 2003 INTERNATIONAL RESIDENTIAL CODE. - PLATE AT THE ROOF WITH(1)TSP CONNECTOR AT 32'O.C.WHERE 32'PLYWOOD•(EDGES BLOCKED) O (1)-CS i6 COIL STRAP W/(26)10d(0.148"x 3"LONG)HAND NAILS OR �j APPLICABLE ON THE INSIDE OF THE WALL FRAMING. PROVIDE(9)-IOd x 1} I 8d COMMON OR GALVANIZED NAILS @ 6"O.C.EDGES AND (0.148"x 2#").WITH METAL CONNECTOR NAILS WHEN STRAP IS F-•I 2.THE WIND DESIGN CRITERIA FOR THIS BUILDING IS IN ACCORDANCE NAILS TO THE STUD AND(6)-10d NAILS TO THE DOUBLE TOP PLATE. 12"O.C.FIELD,. APPLIED OVER PLYWOOD SHEATHING OR(30)8d(0.131 x 2}"LONG) O WITH AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA),"WOOD CONNECTOR TO BE APPLIED DIRECTLY TO 2X FRAMING. HAND NAILS OR(0.148"x I}")METAL CONNECTOR NAILS WHEN - FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY p STRAP IS APPLIED DIRECTLY TO 2X FRAMING MEMBERS. �2 8d 8d PLYWOOD•(EDGES BLOCKED) DWELLINGS(WFCM),AND THE"MINUMUM DESIGN LOADS FOR BUILDINGS 2.EXTERIOR WALL STUDS ON SECOND FLOOR OR SECOND FLOOR RIM BOARD - COMMON OR GALVANIZED NAILS @ 3"-0.C.EDGES AND AND OTHER STRUCTURES(ASCE7-05). THE BASIC WIND SPEED FOR THE TO BE ATTACHED TO STUDS ON FIRST FLOOR ACROSS SECOND FLOOR RIM 12"O.C.FIELD. O (2)-CS 16 COIL STRAPS W/(26)1 Od(0.148"z 3"LONG)HAND NAILS OR DESIGN OF THIS STRUCTURE IS 110 MILES PER HOUR WITH EXPOSURE BOARD W(1)CS 16 COIL STRAP W/.(12)lOd NAILS(6 NAILS AT EACH END OF (0.148"x 2§")WITH METAL CONNECTOR NAILS WHEN STRAP IS 1 CATEGORY'C'. STRAP)WITH A STRAP CUT LENGTH OF 16"+THE CLEAR SPAN ACROSS RIM - u"PLYWOOD-(EDGES BLOCKED) APPLIED OVER PLYWOOD SHEATHING OR(30)8d(0.131 x 2 "LONG) O BOARD. STRAPS TO BE SPACED AT 32"O.C.(EVERY OTHER STUD).STRAP IS 8d COMMON OR GALVANIZED BOX NAILS @ 2"O.C.EDGES AND HAND NAILS OR(0.148"x I}")METAL CONNECTOR NAILS WHEN 3.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL NOT REQUIRED AT SHEARWALL HOLDDOWN LOCATIONS.CS 16 COIL STRAPS 12"O.C.FIELD.FRAMING AT ADJOINING PANEL EDGES SHALL BE STRAPS ARE APPLIED DIRECTLY TO 2X FRAMING MEMBERS. ALL BUILDING OFFICIAL FOR THE STRUCTURAL FRAMING INSPECTION(S).IF TO BE APPLIED OVER PLYWOOD SHEATHING. 3"NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. PROVISIONS AS NOTED ABOVE APPLY. - THE BUILDING OFFICIAL REQUIRES THAT THE INSPECTION(S) BE - - COMPLETED BY THE ENGINEER OF RECORD,THE CONTRACTOR SHALL 3.EXTERIOR WALL STUDS ON THE SECOND FLOOR THAT ARE OFFSET FROM APA PORTAL SEGMENT. PORTAL SEGMENT CONSTRUCTION AND - r• CONTACT THE ENGINEER OF RECORD 24 HOURS PRIOR TO THE TIME WHEN THE FIRST FLOOR EXTERIOR WALL STUDS SHALL BE ATTACHED TO FLOOR Z DETAILING PROVIDED ON THE ATTACHED FORM TT-I000 - - n P-'-t THE INSPECTION(S)IS TO BE PERFORMED.THE CONTRACTOR SHALL JOISTS WITH(1)LTS 12 TWIST STRAP AT 32"L.C.(CUT SMALL SLOT IN FLOOR FOUNDATION:HOLDDO WNS: 1� W INSURE THAT ALL STRUCTURAL MEMBERS AND CONNECTIONS ARE SHEATHING FOR STRAP). STRAP IS APPLIED DIRECTLY TO 2X.FRAMING, APA PORTAL,FRAME END POST. PORTAL SEGMENT/END POST I ' ' � � - VISIBLE FOR INSPECTION. IF DURING THE INSPECTION, ANY PORTION OF PACKED WEB'OF 1-JOIST OR ENGINEERED FRAMING MEMBERS AS SPECIFIED. PP CONSTRUCTION AND DETAILING PROVIDED ON THE ATTACHED HDU2-SDS2.5 W/SSTB 16 J"DIAMETER ANCHOR BOLT. POSITION SSTB16 THE STRUCTURE IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR ATTACH SECOND FLOOR RIM BOARD TO STUDS BELOW WITH STRAP AS ® W/ANCHORMATE TO FORMWORK PRIOR TO CONCRETE POUR FOR FORMTT-IOOC. -INSPECTION, FINAL APPROVAL OF THE ENTIRE STRUCTURE WILL NOT.BE SPECIFIED IN NOTE"2"ABOVE. AREAS WHERE LTS 12[SNOT APPLICABLE, "DU CORRECT PLACEMENT. F-� GIVEN UNTIL THIS CONDITION IS CORRECTED AT THE CONTRACTOR'S REFER TO NOTE"2"IN FLOOR FRAMING.CONNECTIONS, - 4 HDU4-SDS2.5 W/SSTB20 j"DIAMETER ANCHOR BOLT. POSITION SSTB20 E_q EXPENSE. NOTE:FOR PLYWOOD SHEARWALL TYPES,1,2 AND 3 LISTED O W/ANCHORMATE TO FORMWORK PRIOR TO CONCRETE POUR FOR 4.ALL WOOD CONSTRUCTION CONNECTORS AS SPECIFIED ON THESE T 1 4.ATTACH FIRST FLOOR STUD TO RIM BOARD WITH(1)CS 16 STRAP AT 32" ABOVE,8d COMMON OR GALVANIZED BOX NAILS=(0.131 x 2 1"). - CORRECTPLACEMENT. [��,J] L.C.AND PROVIDE(6)IOd NAILS TO STUD AND(6)1 Od NAILS TO RIM BOARD. GUN NAILS MATCHING THE NAIL DIAMETER AND LENGTH MA-Y.BE. HDU8-SDS2.5.W/SSTB28 "DIAMETER ANCHOR BOLT.POSITION SSTB28 ^ z CONSTRUCTION DOCUMENTS TO BE SIMPSON STRONG-TIE IN REFER TO UPLIFT PREVENTION MEASURES AT WINDOW ON DOOR.OPENINGS. 8 F - , ACCORDANCE WITH CATALOG C-2009. IT IS THE RESPONSIBILITY OF THE ATTACH RIM BOARD TO FOUNDATION SILL PLATE WITH(1)DSP CONNECTOR USED AS A SUBSTITUTE.ALL NAILS TO BEFULL ROUND HEAD - O. W/ANCHORMATETO FORMWORK PRIOR TO CONCRETE POUR FOR r CONTRACTOR TO INSTALL ALL CONNECTORS IN ACCORDANCE WITH PER 32"L.C.LOCATIONS WHERE MUDSILL IS PRESENT OR CONDITIONS WITH NO EXCEPTIONS TO BE GRANTED.. - CORRECT PLACEMENT. - `.J F-I MANUFACTURER'S SPECIFICATIONS. WHERE THE EXTERIORWALLS ARE NOTrBUILT ON/ABOVE THE FLOOR BOX,. FFFFr � PROVIDE(1)TSP CONNECTOR PER32"O.C.FROM P.T.PLATE TO STUD, REFER -' - FOUNDATION HOLDDOWNS PORTAL FRAMES): •W u 5.ALL ENGINEERED LUMBER PRODUCTS TO BE TRUS JOIST OR APPROVED TO THE FRAMING PLANS FOR ALTERNATE OR ADDITTIONAL REQUIREMENTS. SOLE PLATE CONNECTION.SCHEDULE: EQUIVALENT INSTALLED IN ACCORDANCE WITH MANUFACTURER'S - - STHD8 WITH(24)16d SINKER OR COMMON NAILS. INSTALL STH138 PER 5.CONNECTORS AND STRAPS AS SPECIFIED ABOVE FOR UPLIFT SHALL CONNECTION TO FLOOR RIM BOARD. 8 PROVIDE A'CONTINUOUS LOAD PATH FROM THE ROOF TO THE FOUNDATION. -` 'c. O' REQUIREMENTS OF FORM TT-.100C(PROVIDED). THIS MUST BE CAST ROOF FTRAMING CONNECTIONS: sfHD" IN PLACE NO EXCEPTION TO BE GRANTED. �- WALL TYPE SOLE PLATE CONNECTION'TO RIM BOARD 1. CONNECTIONS FOR WALL OPENING ELEMENTS. STHD14 WITH(38)I6d SINKER OR COMMON NAILS. INSTALL STHDI4 R ATTACH OPPOSING RAFTERS AT THE RIDGE OVER THE TOP OF THE 6 " Q (3)-I6d COMMON NAILS PER 16". „ I4 PER REQUIREMENTS OF FORM TT-IOOC(PROVIDED). THIS MUST BE NO..REVISION/ISSUE DATE - RIDGE WITH(t)LSTA IS TENSION STRAP AT 16"O.C.STRAP TO BE - HEADER SIZE HEADER TOJACK STUD JACK STUD TO SOLE PLATE - - (5)-I6d GUN NAILS(0.131-X 3-1/2):PER I6. STHDt4 CAST IN PLACE. NO EXCEPTION TO BE GRANTED. - INSTALLED OVER ROOF SHEATHING INTO RAFTERS W/I Od COMMON (4)-16d COMMON NAILS PER 16". _ NAILS TO RAFTERS: LSTA 18 MAY BE SUBSTITUED BY A 2 X 4(MIN) L 1'-0"TO 4'-0" (1)LSTA 9 (1)SP6• Q2 STHD I4R1 W ITFI(38)I bd SINKER OR COMMON NAILS. INSTALL COLLAR TIE AT ALL OPPOSING RAFTERS:.PROVIDE(7)]Od NAILS AT (2)LSTA.9 (2)SP6"' (6)-16d GUN NAILS(0.131"X 3-1/2")PER 16I4 STHD I4RJ PER REQUIREMENTS OF.FORM TT-I OOC(PROVIDED). THIS - - 'EXCEPTIONS TO BE GRANTED. - ' L 4 1"TO6 0" EACH�END OF COLLARTIE. "" TOP PLATE OF L 61 111 TO 8 0", (2)LSTA 9 (2)SP6• A (4)-2 J"TIMBERLOK FASTENERS PER I6": - - - _ 9THDlgR1�MUST BE IN PLACE. NO 2.ATTACH THE END OF EACH RAFTER TO THE DOUBLE O L-8-I T010'-0 (1)LSTA 12 (2)SP6' GROUTING PROCEDURES: PROJECT ADDRESS: µ THE EXTERIOR,WALL WITH(1)H2.5A CONNECTOR. CONNECTOR TO BE ` Qp REFER TO FORM TT-IOOC(ATTACHED) WATERMAN FARM ROAD `^ APPLIED DIRECTLY TO THE EXTERIOR OF THE 2X FRAMING. H2A. "' NOTE: 5/8"0 THREADED ROD INSTALLED IN A 6"DEEP,3/4"0 HOLE.-HOLE TO- CENTER`✓ILLE,MA. t CONNECTOR,MAY BE USED AS AN ALTERNATE AND INSTALLED ON THE - - PP REFER TO FORM TT-IOOC(ATTACHED) O BE BRUSHED AND BLOWN CLEAN. INSTALL THREADED ROD WITH - INSIDE FACEOF THE FRAMING.NOTE: TSP CONNECTOR AS NOTED IN#1 A.HEADERS FOR DOORS AND WINDOWS TO HAVE(1)U18 CONNECTOR AT SIMPSON SET EPDXY OR APPROVED EQUIVALENT. FOLLLOW -OF WALL FRAMING MAY-BEOMITTED IN AREAS WHERE H2A IS THE TOP AND BOTTOM OF ALL CRIPPLE STUDS WHERE APPLICABLE. MANUFACTURERS INSTRUCTION PRIOR TO INSTALLATION. INSTALLED. - - -- CONNECTION TO CONCRETE FOUNDATION: 5/8"0 THREADED ROD INSTALLED IN A 10"DEEP,3/4"0 HOLE.-HOLE - - B. HEADERS 4'-1"AND LARGER REQUIRE(2)JACK STUDS AT EACH END OF . 3.BLOCKING TO BE PROVIDED ABOVE THE DOUBLE TOP PLATE OF THE THE HEADER. FOUNDATION SILL PLATE CONNECTION TO CONCRETE O TO BE BRUSHED AND BLOWN CLEAN. INSTALL THREADED ROD WITH EXTERIOR WALL AT THE ROOF WITH ROOF SHEATHING NAILED TO THE - - - 4 SIMPSON SET EPDXY OR APPROVED EQUIVALENT. FOLLLOW BLOCKING AT 6",O.C. PROVIDE'V':NOTCH IN BLOCKING TO PROVIDE- - C PROVIDE(1)A23 CLIP ON THE TOP OF ALL HEADERS AT EACH END OF a"DIA.ANCHOR BOLTS fS AT 32"O.C. ALL EXTERIOR,WAL[S MANUFACTURERS INSTRUCTION PRIOR.TO INSTALLATION. ADEQUATE VENTILATION AS REQUIRED. BLOCKING TO BE ATTACHED HEADER TO THE KING STUD ADJACENT TO THE OPENING. REFER TO THE - - 7/8"0 THREADED ROD INSTALLED IN A 15"DEEP,I"0 HOLE.HOLE TO DIRECTLY TO DOUBLE TOP PLATE OF THE EXTERIOR WALL W/(1)RBC REQUIREMENTS OF STRUCTURAL DETAIL SHEETS-2 FOR ALTERNATE SIMPSON MAS MUDSILL ANCHORS MAY BE USED AS A DIRECT _® BE BRUSHED AND BLOWN CLEAN, INSTALL THREADED ROD WITH - CONNECTOR. ' i CONNECTION PROCEDURES. REPLACEMENT FOR 5/8"ANCHOR BOLTS IF INSTALLED AT 24"O.C. SIMPSON SET EPDXY OR APPROVED EQUIVALENT. FOLLLOW MANUFACTURERS INSTRUCTION PRIOR TO INSTALLATION. 4.PROVIDE 2X.RIDGE BLOCKING BETWEEN ALL RAFTERS AT THE EDGE D.PROVIDE(1)SSP FROM EACH KING STUD TO DOUBLE TOP PLATE OF THE NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE 8"DIAMETER A307 - - OF THE ROOF SHEATHING. ATTACH SHEATHING TO BLOCKING W/8d SECOND FLOOR WALL. FOR SECOND FLOOR HEADERS,PROVIDE(1)CS 16 STEEL ANCHOR BOLTS WITH 3"x 3"x}".PLATE WASHERS WITH 7" _ - NAILS AT 6"O.C. RIDGE BLOCKING IS NOT REQUIRED WHEN SHEATHING FROM EACH KING STUD ACROSS THE RIM BOARD TO A STUD IN THE FIRST MINIMUM EMBEDMENT INTO CONCRETE. IS ATTACHED DIRECTLY TO A RIDGE BOARD ORSTRUCTURAL RIDGE FLOOR WALL BELOW. FOR FIRST FLOOR HEADERS PROVIDE(1)CS 16 FROM - BEAM. - EACH KING STUD TO THE FIRST FLOOR RIM BOARD. FOR CS 16 STRAP SIZES - REFER TO NOTE"2"ABOVE REFER TO DETAIL SHEET S-2. - SHEARWALL CONSTRUCTION:. E.SILLS FOR OPENINGS LESS THAN 4'-0"WIDE REQUIRE(1)A23 CLIP AT THE - - - BOTTOM OF THE SILL PLATE TO THE KING STUD AT EACH END OF THE SILL I.ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X PLATE. FOR OPENINGS 4'-0"AND LARGER,PROVIDE(2)A23 CLIPS AT EACH STUDS AT EACH END OF THE WALL.NOTE REQUIREMENTS OF NOTE:FOR HOLDOWN TYPES 2,4,8 AND THE STHD8,14 AND 14RJ FOR END OF THE SILL PLATE ON THE TOP AND BOTTOM OF THE SILL PLATE. HOLDDOWN DEVICIi. LISTED ABOVE,CONTRACTOR TO VERIFY HOLDOWN CENTERLINE - REFER TO THE REQUIREMENTS OF DETAIL SHEET S-2 FOR ALTERNATE DIMENSION FROM THE FACE OF THE DOUBLE(OR AS SPECIFIED)STUDS OR CONNECTION PROCEDURES. 2.FACE NAIL DOUBLE TOP PLATES W/(2)I6d NAILS AT 16"O.C. USE(12)- COLUMNS AT THE END OF THE SHEARWALL TO INSURE CORRECT 16d NAILS AT EACH SIDE OF LAP SPLICES IN TOP PLATES. SPLICE LENGTH PLACEMENT OF THE HOLDOWN ANCHOR BOLT IN THE FOUNDATION. • REFER TO DETAIL SHEET S-2 FOR OPENING DETAILING REQUIREMENTS TO BE A MINIMUM OF 4'-0"LONG. AND ALTERNATIVES. - T 3.NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED ABOVE LEGEND: R V DMAN RESIDENCE AND BELOW ALL OPENINGS IN SHEARWALL. FLOOR FRAMING CONNECTIONS: 4.ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT 1.ATTACH THE DOUBLE TOP PLATE OF THE FIRST FLOOR EXTERIOR WALL SHEARWALL ENDS WITH(2)I6d NAILS AT 6"O.C.FOR SECOND FLOOR ' TO THE SECOND FLOOR RIM BOARD WITH(1)LTP5 CONNECTOR AT 24"O.C. SHEARWALLS AND(2)16d NAILS AT 3"O.C.STAGGERED FOR FIRST �# S14EARWALL TYPE OR W/(2)IOd TOE NAILS PER 12". FLOOR SHEARWALLS. REFER TO DETAIL AS NOTED ON S-I FOR ®� �• tP�� 2.ATTACH THE FIRST FLOOR RIM BOARD TO THE FOUNDATION SILL PLATE ALTERNATE CONER TYPES. - O SHEARWALLMA K GRIDLINE - P AcK _NIZ . fr{ WITH(1)LTP5 CONNECTOR AT 24"D.C.OR W/(2)IOd TOE NAILS PER 12" a - - 5.REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL ENDS. ® SHEARWALL HOLDDOWN TYPE ` o. 09066 • - ® SHEARWALL HOLDDOWN �� CT6��• ---_ SHEARWALL �s•'�ONAL PERFORATE SHEARWALL. CONTINUE PLYWOOD'ABOVE AND BELOW OPENING WITH NAILING ACCORDING TO SPECIFIED SHEARWALL TYPE. JOB#: 10-238 SHEET: DATE: 8.11-10 GSN q SCALE: .N.T.S. TRIMMER STUDS KING STUDS -MODEL NO. DIA. M[N.EMBED. MIN.REBAR LENGTH BUILT-UP CORNER STUDS- MODEL NO. DIA. MIN.EMBED. - MIN.REBAR LENGTH (PER PLAN) (NAIL PER ) F„ (PER DETAIL.e) i\ i�� _ SSTB16 5/8 12 50" µ,F SST616 � 5/8 12 50" OPENING I SSTB20 5/8 16 F" 58" SSTB20 5/8 161" 58" CSI6STRAP. J•`l SSTB24 5/8 20 66" SSTB24 5/8 20 ". 66" - ,I (PER GSN) SSTB28 7/8 24 74" - SSTB28 7/8 24 74" SSTB34 7/8 28 ' 82". SSTB34 7/8 28 Z" 82" HDU HOLDOWN �j .• SBIx30 } 24" � 96" •• SBIx30 I 24" 96" 1 HDU HOLDOWN e •NOTE:#4 REBAR TO BE CENTERED ON HOLDOWN AND CS16 STRAP I I *NOTE:44 REBAR TO BE CENTERED ON HOLDOWN AND $1 THREADED ROD LOCATED 3"TO 5"DOWN FROM TOP OF FOUNDATION WALL (PER GSN) THREADED ROD LOCATED 3"TO 5"DOWN FROM TOP OF FOUNDATION WALL O PER SIMPSON MANUFACTURER'S SPECIFICATIONS. PER SIMPSON MANUFACTURER'S SPECIFICATIONS. IA _.LTP5• o .. LTPS* -- (PGRGSN) 45° .a (PER GSN) a ° d #4REBAR* O c - SSTB HOLDOWN ANCHOR T * DSP PER GSN (PLACE SSTB ARROW T a ON TOP OF ANCHOR 1� a CNW COUPLER o #4 REBAR 1 a ( ) SSTB IHOION IN WA ANC]IOR EDGE DISTANCE /1 5 {� .d POSITION IN WALL PER 1.75"FOR 2X4 WALL J #4�gAR.a � � v DIAGONAL IN CORNER 3 TO 5" a #4 REBAR 3"TO 5" SIMPSON MANUFACTURER'S 2.75 FOR 2X6 WALL a " CNW COUPLER z APPLICATION) SILL PLATE a DSP d / a SPECIFICATIONS. SILL PLATE. // d d j l aANCHOR BOLT J. - Q (PER GSN) ANCHOR BOLT) SSTB HOLDOWN ANCHOR d .(PERG$N)' a. - .. (PER GSN) a d EDGEDISTANCE .4 d a - MIN.REBAR LENGTH _ d 1.75"FOR 2X4 WALL SSTB HOLDOWN ANCHOR MIN.REBAR 2.75"FOR 2X6 WALL ^-( HOLD DOWN @ PLAN VIEW HOLD DOWN @ PLAN VIEW 5"MIN. �D L/1 WINDOW OR DOOR OPENING EXTERIOR BUILDING CORNER BUILT-UP CORNER STUDS MODEL NO. DIA. MIN.EMBED. MIN.REBAR LENGTH T - w/ -(PERDETA[L.el ) 777 _ 2X6 WALL _ . we '/ SSTB 5/8 12 58" - ' SSTB20 5/8 � 16�' -68" � 6x6 DOUG FIR POST 6"O.C. 3"O.C. _ SSTB24' 5/8 20 66" F•�i SSTB28 7/8 24 74" + _ U ^ SSTB34 7/8 28 82" + + + - - .HDU HOLDOWN SBIx30 1 24" 96' + + +.+ 0.° *NOTE:#4 REBAR TO BE CENTERED ON HOLDOWN AND HOLD DOWN _ 94 94 CS 16 STRAP LOCATED 3"TO 5"DOWN FROM TOP OF FOUNDATION WALL _(PER GSN) THREADED ROD - ,:(PER PLAN) PER SIMPSON MANUFACTURER'S SPECIFICATIONS. + + + IA MIN.REBAR .. LTP5* #4 REBAR* PLAN VIEW ELEVATION VIEW NO: REVISION/ISSUE DATE (PER GSN) r NOTES: - . M . DSP(PER GSN) - a H L ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS x OF 16d 0.162"x 3.5" NAIL S AT 6 O.C.FOR 2ND STORY SHEARWALLS.. 41 #4 REBAR EDGE DISTANCE SILL PLATE d a - CNW C06PLER d - 2.ATTACH STUDSAT BUILT-UP CORNER TOGETHER WITH 2 ROWS - _ PROJECT ADDRESS: a = L75"'FOR 2X4 WALL a O ` ANCHOR BOLT d. 2.75"FOR 2X6 WALL OF 16d(0.162"x 3.5")NAILS AT 3"O:C.STAGGERED FOR 1ST STORY - - - - {PER GSN) SSTB HOLDOWN ANCHOR C SHEARWALLS. 50 WATERMAN FARM ROAD � . a SSTB HOEDOWN ANCHOR - - CENTERVILLE,Mk - q., a (PLACE SSTB ARROW ON TOP OF ANCHOR - HOLD DOWN @ DIAGONAL IN CORNER PLAN VIEW BUILT-UP CORNER @ INTERIOR BUILDING CORNER` . APPLICATION) END OF SHEARWALL ROOF SHEATHING ///'''ROOF SHEATHING EDGE NAILING ROOF RAFTER LSTA STRAP @ 16"O.C. 2X BLOCKING BETWEEN PER PLAN (PER GSN) - RAFTERS(NOTCH FOR - VENTILATION IF REQUIRED, ROOF SHEATHING _ REFER TO ARCHITECTURAL EDGE NAILING PLANS FOR MORE INFO.) (7) I OD NAILS @ EACH END l ++++++ +++++++ 0 O IrDOUBLE 2X TOP PLATE - - - ROOF RAFTER PER PLAN.(REFER ' SEE ALTERNATE TO ARCHITECTURAL PLANS FOR RAFTER.DI M ENSIONS AND EAVE X.1101W OF RAFTER PER PLAN DETAILING) - 'H2.5A(INSTALL PRIORTO E:ATTACH OPPOSING RAFTERS - BLOCKING AND PLYWOOD GE BEAM OR RIDGE BOARD DOUBLE 2X TOP PLATE SHEATHING)ALTERNATE: \ H2A `2X STUD . COLLAR TIE AS SHOWN.RIDGE - STRAPS NOT REQUIRED WHEN USING A - BEAM RBC(INSTALL PRIOR TO TSP/SSP(INSTAL].PRIOR COLLAR TIE. (F SHOWN ON PLAN) WALL SHEATHING OR ON TO PLYWOOD SHEATHING) TOP OF DOUBLE 2X TOP NOTE:NOT REQUIRED IF PLATES, H2A IS USED AT EVERY ' ` . CKI 90° RAFTER. - .�� STRUCTURAL RIDGE BEAM RAFTER TO TOP PLATE BENDENDTTo BLOCKING) ARK.A r .f ZIE j s 68 O�FFGIBTE�� ss/ONAL ,A - - _ JOB#: 10-238 SHEET: DATE: 8-11-10 S-1 . SCALE: N.T.S. OF': 2 rtn ` OPTION.#1 HEADER:SIZE © 0 OE OF 0 G 1' NOTE'3' (1)SSP NOTE 6 NOTE 6 L= -0"TO 4'-0" (1)LSTA 9 (1)SP6 PER KING (1)A23 (1)A23 (1)H8 TOP/BOTTOM' 'z t OF EACH CRIPPLE STUD r ..•.+9'/' ..n.Al. ,P`�'. ��.. , '. ° 1 SSP ; O tJ1 /r 'XD ��` r_ �� O NOTE:FOR HEADERS LOCATED 2 T.STA 9 ? SP6.. L=4-1 TO 6-0 (') O PER KING 1 CS 16 6 8D 7VA[L (1)A 3 (2)A23 ulREcl'LY BELOW DOUBLE TOP O -O S PLATES,STRAP HEADER TO EACH END OF STRAP ,p. �_ n ) �)(1)$$P TOP PLATES WITH(1)CS 16 _ 6-..1",.TO 8 0 (z)LSTA 12-4 z SP6:-- 1 < O PER KING PER EACH KING STUD (I)A23 (2)A23 PER 16^WITH(a)8D NAILS . E SSP E P OVER TOP PLATES EACH STRAP.(SE NOTE'4') L=W-1"TO 10'-0" (2)LSTA 15 (2)SPH6 A'PER KING (1)A23 (2)A23 AS REQUIRED. d.� ALTERNATE ATTACH EACH - O W + 1-r .a s•: .; RAFTER TO HEADER WITH oe HEADER(PER PLAN) -" "" •w.,..�1)SSP (1)H8 r l I L= I�-1 TO 16-� (2)ST2122 (2)SPH6 PER KING (1)A23 (2)A23 0 OPTION#2 Q Q ;HEADER`SIZE s, A =,' -D` C 1_t rO O. WINDOW/DOOR.OPENING (1) CS 16. •w/(5>8D '' (1)SSP NOTE 6 NOTE 6 1)H8 TOP/BOTTOM Z PER KING (1)A23 (1)A23 EACH END OF EACH CRIPPLE STUD (2)-CS 16 - - - - L 4'-.1°TO 6'-0" '^W/(5)8D ° (1)SSP (1)A23 (2)A23 NOTE:FOR HEADERS LOCATED +4 '3 EACH END PER KING DIRECTLY RAP ITEDOUB LE TOP r � F u (1)CS 16-(6)8D NAILS PLATES,STRAP HEADER TO `/ F NOTE 6 NOTE 6 F (z)-CS 16 SEE NOTE'3' 1 SSp EAC:i END OF STRAP TOP PLAT L=6'-1"TO,8'-0" W/(6)8D PER EACH KING STUD (1)A23 (2)A23 PER 16" WITH )8D NAILS O U1 EACH END PER KING (2)-CS 16_•` . (SEE NOTE W) EACH END OF STRAP. BEND L.L=B'-1"TO 10'-0"4 - w/(8)8D. °(1)SSP STRAP OVER TOP PLATES PER KING (1)A23 (2)A23 AS REQUIRED. EACH END ALTERNATE:ATTACH EACH r� (1)SSP RAFTER TO HEADER WITH A. L=10'-1"TO 16-0" (2)ST2122 PER KING (1)A23 (2)A23 1 H8: BNOTE 3 B NO. REVISIONASSI,JE DATE a NOTE3 NOTES: • 1. HEADERS 4'-1"AND LARGER REQUIRE(2)JACK STUDS AT EACH END OFTHE HEADER. - 7� 2. CONNECTORS SPECIFIED ABOVE SHALL BE ATTACHEDDIRECTLY TO 2YFRAMING MEMBERS. T D D 3. NAIL FULL HEIGHT JACK STUDS TO KING STUDS WITH(2)-16D NAILS PER 6"O.C.(JACK STUD TO SOLE PLATE STRAP NOT REQUIRED) PROJECT ADDRESS: 4.STRAP NOT REQUIRED WHERE SHEARWALL HOLDDOWN IS ADJACENT TO OPENING: 5. DETAIL FOR WINDOW AND DOORFRAMING ONLY. OTHER STRAPS AND TIES NOT SHOWN FOR CLARITY. y4 6. FOR OPENINGS 4'-1"AND SMALLER,A23 CLIPS AS SPECIFIED FOR HEADER AND SILL.MAYBE OMITTED IF SILL IS END NAILED THROUGH THE JACK 50 WATERMAN FARM ROAD i� STUD TO THE SILL WITH(2)16d NAILS(MIN)AND THE HEADER IS END NAILED.THROUGH THE KING STUD WITH(2)16d PER HEADER PLY(MIN). CENTERVILLE,'MA. " FRAMING @ WINDOW AND DOOR OPENINGS MAR A. ao McK OE �, / U) 10, 1 © /o p X,AFC,/STe FSS/ N A L t JOB#: 10-238 SHEET: ' - DATE: 8-I1-10 S-2 SCALE: N.T.S. OF: 2 r low, C,3) nee�s 5G,S 644 �aQ rs 4-z r �r i O ZONE: Flood Zone Line From FIRM Map :1 k RC ce // Community-Panel Number 250001 OOOSD Area (min.) 87,120 SF(RPOO) - ,, -% \�• 'x '�°�•°c° Map Revised July 2, 1992 - - Frontage (min) 20' o t� Width (min) 100' 0 Setbacks: s - Front 20' ` 4' RSid I ear 10' ' OVERLAY DISTRICT: 7 N/F �,t "�� , ♦ �' AP - Aquifer Protection District - - h/_ .�OQA.O�o/. ,�% ��Z�+f�O _ - - j ti w/ i •• -"`. a me '' - RPOD - Resource Protection Overlay District ,f� - 'I: - - C - - rr Co Estuarine Watershed - !�A 51 ! / �. ®�.°o"•_ -/ \ �y�u;,,�/ �6�' �oop.�p Cert. •iP bll�' I I l��f c I F Wife. / / •. � .. / �, .A � .. .. ,.Land n� :.}r., ? s a i?',.>..,� - - / -, / �. �'. //.. /� .I�/��' /"'11.0' • •99' 2�� _ I _ y FLOOD ZONE: LOCATION MAP 1 1 do / ` •\ / N Zones (El. 11) & B /� y'/ nil, • TT / 1"=2.000t' - Community Panel No. �� / / � � + �a,v� • O. � - 11250001 0008 D - / j// •\ 1, / l J / l �Q, O. _ - . ASSESSORS REF.: July 2, 1992 e P11 Map 207, Parcel 104 CB�d \ Os' r..,�0a /.. / .>.A �\�� 0. i DIRECTIONS: From Hyannis - Follow Main Street to the West End 'b! i, �i . i r . Rotary, Take Scudder Avenue to the stop sign, and then - (\- / f A O t 1 E take a right onto Smith Street, which turns Into (j - Craigvllle Beach Road, After the bridge takea right / �i / -• 0 `'// _ ;\� i E; -o F.• ' ' D OPOSED• ' P - onto Horseshoe Lane, and then bear right onto Waterman Form Road Site Is on the left. j150. / mil/ / e�(`� y� <o$�,/. T.O.F.IVELL/N '?CH zi lEl �/ 00 z.1 Story (� -•\� �o i � ''� 5p'18��E Edge of Wetlands i S ood Frame .. l: % i �: l 1 .I / N78° Flogged by others PAp v - n (SE3-4420) ADJ DwRiM 0" V. S i �\ nv e1.=3.61' CRAWL �/! \`5 — AD1 _Bitch. . /r %�i �� F %�Jr 'XIS. •°,' i" V �� - \�=- —I r — _,AD2 �i / .•� f.,.jP / SEPj7C SYS /• \' I �J y> L -- i 1 T N0. 200 f0` MIN. �� O 0 lF' F5 Ede of Wetlands �U _ / �••• 0 GAL• SEPT/C T1�� O�/ �� ay OQO-4Y.1V Flogged by others TO BE RE-' Rl6K •O ^\�S 4 GO 0 �� I�t9 ` e5 / SE3-4420 /J� _. .� .- i j�• j �7 (PRO. INV. EL T� ``` _) + ; t RFRET D-ge�c .s - /� Edge of Bit. Drive 51. 7' J OU/RE \� / �� W ay E' - 20' wide oGPs �\ 1° 2 51" l y -- -. o' / / f arcel 1rea 10�. • l`.-`/ ':, h, -;,561 SF. (TotaY) 34,057/S.F. ,Vpfbnd of .1 _ _ _ = v / • y (\°`'O Q��PP�� °� Ile Q> \ Ex. Lowj �9p o ��°P�of 6"D P°� p� C°O �QE� �� ` D� Rea/t E Bk.9g89 p9.207"St SEPTIC NOTES - 1.Fm Eli*,g 5 Be@v,.Septic Dip S.P=vh 2W5-196. . 2:l.om6m.fl;tdkia Shown m T3d,Plm A„Ap"At leas 72 Hour - _ t'P / - -- / I ` • 4 '_ _ - - PnmtoAnyExnvvumFmThuPmjM h,a,a.am Shnl MA- thv Req,i d Nodfiwum to Dig SLLe(1-988-4 7233) - 9M-ct n, 3.The C,a..m a Re ,o 1e Sam.APP,�;,t,Pavua F.a T,wn #$�F aterrnon Form Rd. O A,—i.For Com .Ortiod by W.Plvn pro,W� 4.Whe.v.S,w U..Mua Cma Water Supply Lin.Bah lion ShoB •SS�r - B,Co._deClm150P =Pip,and SMII b,Weer T.adb `V -y�f - O - /�/••v Z_Wa=io—.wan.d•'Wd.Lin.Shvllb,ComWavdio \ ^ C�° - •,- � \ i Cvmdina.0 W dh Call W..• Sb fl b,io Amadm. - - - With248CMRI.W-200@310CM15.00. fl3 - t \ _(y l r CB�dh S.AMtd.a aV&C—ia yvaedr mlemkwnm. - -� \\ py \\ 708 fnd - - 6.AllSuua BW d Thm Fea m Mm,m SubJM - tvVahi.WThfH wt H-20Loed1..ft6 Pngim,f^ VI `• Revvaaendaim du,H-20 Alwey,be Hmd N 8 689 - ,: °• \\ .-._� p`, O' O 7.In.er"Wa i0ARi1e dCvv,.to WiM 6°of Fi hbWOrvd, CJ' a Septic T=k wa mad a d.D-Bo ifR , ,Sd. \ \`\ . RSeIA,vSya,aW be lnadled u Avvadvnm With 310 CMR 15.00@ R, /STE 24SCMR1.00-7..00 Lm.t wmm=d the T—dB..a I. . BvvM of H„IN Reguldima n(� Al ��.�_ _ - -�i(�,CO^r/� \\\ �O9P\. _ ````• �' .✓� - 9.lfl riPfegty b,sch Q pvc. S1O {. Q s/ O/-` • A•T Io.=8,6•DBox 9hn11 H,w,Mi=vum Wide @nv=moP 12°.evil,Minha,n NAL \J, O .. 6i9 '��/Ct. 1 S'f`r\ ` tJ 1L The svp =Di—Bow,=W, T,&wft IV 00m Shdl b,No lea 0ae We L d Iola Te.Shvl Eaevd nn o �. eMwnu=of10°Below0n Flo Ul 0,dd Tm Shill Ei dl4° �iy / P\\ O\ �. �� ' - .�\c7 `� - Reduced . Bebw the Flow U vnd Sbdl b,Equlad Wkh eon Bdfla 12 iv T=k=d D-Bo ifRe to be Sa m Sm11 CoaPM,d - Copy - Add Parcel Area I DATE: 0JI21111 I; i� --- 07' Add Additional Utilities Per Contractor I DATE: 12113/10 1 1 \\ REVISION:I Add Additional Work Limit & Septic Notes I DATE: 06118110 1 ` TITLE: PREPARED BY' PREPARED FOR: NOTES: Site Plan 1.) The property.line information shown was compiled from available record information. _ Ca eSU Nathan T. Rudman Parcel is a compilation of Lot shown on Plan Proposed Improvements Sullivan Engineering,Inc. p PO Box 659 7 Parker Rood p Book 118 Page 97, Lot 2 on LCP 32990-C, & m 1 Captain rus Road y 02655 7S Ca/') Samad 3 on LCP 32290-F. steralle MA M Lot 3 Osterville MA 02655 /� 0 , A t (508)428-J344(508)428-3115 tax (508)420-3994(508)420-3995 fax Cotul t, MA 02532 50 Waterman Farm Road aopesurvQeapacod.net 2.) The topographic information was obtained from on on the round survey. 9 � fix 29 a fixed.m Barnstable (eenterv,iie), Mass. 20 0 10 20 40 80 3.) The datum used 1s NGVD eon � Draft: J00 Field: RRL/MML I sea level datum. DATE' May 24, 2010 SCALE: 1• = 20+ Review: PS Comp.: RRL Project: 29024 Project: C571 1 YIr:# OF Bj,=pig---- IM 1; j � -a o . \ o. / \ E D N I CA I I i I I I 1 1 N B M.T 31'7I-Na'-S VNM 11.01f. 1.0 ' 1f O i2' © I I1 D�ZmxOOTO m m 0o O K —----_j4V.3ND'O ' — yn . / I lli yI z— m NC :0 I I r L O � » �n� z I ®: f m I I I ,/ I m w rO I D q o o; D O N I m — I� J » Sm N 21'-O 112' > s m v j j l I R o LL__ II I J L_� m ,. -----o — -- --- --------------- ----N— I ------Drm o I I _$ �$ I mf A T. °ay I Zy I y n Fn 0 Dn pt I o' I N p F O yo lK y m 5a I :E j om F F I a I � I I I I I I I ---- ----------- ------------------- I a'-6• I s•-6' .D ➢ In PROJECT: REVISIONS: DRAWN BY: t RUDMAN RESIDENCE o. cFAX(5 8)42& Z > FAX(508)4284295 u z0 50 WATERMAN FARM ROAD,CENTERVILLE,MA -� 1 0 a TITLE: ARCHITECTURAL o P INNOVATIONS SECOND FLOOR PLAN P.O.BOX 2056,COTIJIT,MA 02635 F 1 J O ZONE: Flood Zone Line From FIRM Map °• / RC �� G Community—Panel Number 250001 0008D 1 di Area (min.) 87,120 SF(RPOD) ,�°`e'°°� Mop Revised July 2, 1992 Frontoga (min) 20' ` Q Width (min) 100' \ Setbacks: b Front 20'Side 10' Rear 10' \ _ i 20.7' -o OVERLAY DISTRICT: On, NIT • AP - Aquifer Protection District h,' r' ,�/�� ••C�!� �i� 'I�' ��y ��`e.O Rudman r ction Overlay District Resource Pate •.......•-.+ RPO ou a D Y �. � o e.' '� S a Cert.156588 ' 71c Eetuorine Watershed •.'TADS; O °�o$�G-p _ /� C,-v PG 1 FLOOD ZONE: / ./ ••; ,/ LOCATION MAP Zones A10(El. 11) & B 1'n2,000t' Community Panel No. / / / '�i ' �% nC �s9m., �O. - 50001 0008 0 ASSESSORS REF.: .lily 2, 199z - / ff �j� !'' /, 1reeltne `'so o °�e r Map 207, Parcel 104 '/'. / 'r i� • / (B,/d8�1\1 DIRECTIONS: w le\' �o From Hyannis - Follow Main Street to the West End .'(/�AD4 , ' �i� �j j • •^ % i `teyti0\ % _ --- Rotary, Take Seudder Avenue to the atop algn, and then �� \ E - tast aright onto Smith Street, whkh fume Into ' \ v'/ /' 1 ;P-O O - Gatgville Beach Rood; Aker the bridge take a right l / �' t - onto Horseshoe Lane, and then boor right onto Waterman "� E �p '• POSE Farm Road; Site Is on the left. /50. WELL/NG P RCH J °Je\�. F�FECL' j¢' 0.00 l 1 /° r Edge of Wetlands / i' i o G G3�� x. 1 Story /� "E Flogged by others r/ Ie S ood Frame (, P / /' ,I \l�`�l (�7$'5�18 v a\ (SE3-4420) ,f E REM D O 9 AO \ `' TO r G 0 \ i •V .. .........: ' S 41 Inv eL.3.61' l Q / =Df,.. . CRAWL $LA y\L�CO� \�'�'' ° _ i ,•. ND. 200 10 MIN. l 1 O1C.7 Edge of Wet/ands / O GAL. SEP77C-196) NO 0 \ \�aci ¢¢O._y;j \ 9 TO BE T4NK .' O Oc4 0P `• Flagged by others fir-- -- ,�- . �• - - /Nv •o \s3./ \ G e' �° !�( • •�`�eg (SE3 4420) CIO /7E-SET 0_ g F 51 7 ( lF l7EOLifRE ; i , \ /�' I Gv y\� •t0 / — Edge of Bit. Drive �, 7 \ D •• E Way 'E» ° 7 . \ \ ! �� \ 1 it � , ` e° -/� ;•% 10 501 / —13 Q ESP � PP �G/�G\o Ex. Lown. , / yr POEP� �P�P Hans NSF9Q .9 989 P/tY Trust / / //< ! •-� �° 0 �o�°��tP�G�� 9.201 Fag `` _ , \ea e� ... . /o P��,PO. O SEPTIC NOTES _ ar \° \ Jf i �Q � .,,•+ ;oo �aa S��°•c. �111� 1.P.Pi..ig3 B.&—e.1r.Dme.S.Pam.1W1196 - � op; I AIL 1 Imam dLdlii.81,•a m TM.PI.M Appm M%—Tl Dan. - Pna—"E=Am Pw Thuft4atd,A Came>Sh.II MA. 9 ' dr Req®vd Na8a 0timbDia 1471JJ)&b(7-YL) J.!1110 m�a A9w•a:m Pm-F-Ta.. #51 Waterman Farm Rd. Aemee.Pa Cmmadm Ddbd b7 Thu Plm 4.N'h.,.vewaIm.Men aa.W.a ew9b Im Bah II—Ma - ammuddCl»I30R P" dita h.wm Tmd. -O A Wdn sw� 1,0-4wh[iearmuwcmm Ydm V • 1 Withlimw•d. -7MAr,mdmuh.mAmd.oe \ L� whhlwcwll.W-aa•ulBonu.W. CB/dh ,Aha®m.rVdC—i.R.p.Mfa ADCmgmma /C\ O 1 _ fnd- 6.AU 8bm1a.BmW Th..P».Mm a 9ubpn �A- �� ; /t/ m vest m.N Ah"h.IL6 dr Fade.N -vJ '� —7_ �� `suey.� 00. 7.J-1 d Wmd�,Its- 0—m Wimb6'dPbld,.d Gnd. 0-B.Phc T.by d a.d.L D6v.ift.& &SWd,8J,.mmh.hddWi,Awwd®W10J16 CMa19.00a wCMaJ.W-%WL..R,.iamdw.T—.f 9.AU Piro m d S&a Pv �/� a g 10.rjt8 Dom 8hd1 s....Mil—hd,Dfmaaim at sr.d.Mmb.ao' 11.T D.—Bw dl.Sv&Tmkbm.d N.L-shmm.UquiDDwmhAdT»ss.u�me \ 9 1 @o�� rra��t/ •�(� �� .Y®mmdlM Brim d.Pb..Lidid.a T»8h.08.mmd IC � 6� J \•t� A B,h.•O.nos Lh, dM.6 W Egwpd ale.D.edn' '`; - Il B.P,s Td D B».P.J,OdcMIL B,a 13.298(1). 1, �,\ ��. Reduced Add Additional Utilities Per Contractor I DATE: 12 13 10 I t ` / 0� COPY REVISION:I Add Additional Work Limit & Septic Notes I DATE: 061181101 TITLE: Site Plan PREPARED BY.- PREPARED FOR: NOTES: Ca eSuN Nathan T. Rudman 1.) The property line information shown was _ Proposed Improvements Sullivan Engineering,Inc. �°' compiled from available record information. r*1 At OstePO Box 659 'Parker Road 178 Captain Samadrus Road rville, MA 02655 Osterville MA 02655 � (soe)o�a-JJH(soeNztr-Jlls roa (sae)t20-J994(508)620-3 95 for Cotult MA 02532 9 , 2.) The topographic information was obtained 50 Waterman Farm Road �a,eaa•��.Det from an an the ground survey. Mass. J.) The datum used is NGVD '29, a fixed mean Barnstable (Centerv►11e), sea level datum. O� Draft: JOD Field: RRL/MML 20 1 0 10 20 40 80 --► DATE: May 24, 2010 SCALE: 1dr a 20• Review: PS Comp.:. RRL Project: 29024 Project: C571 { g i WAY V ERNEST R do JOHN E N/F 't�cV'�• NO DETERMINATION AS TO COMPLIANCE WITH THE DAVIS MAP 227 DORICE I. NARBONNE pJ? WATERSIDE DR. ZONING ORDINANCE REQUIREMENTS HAS BEEN MADE — PARCEL 174 MAP 227 '9 `�Qti = BARNSTABLE PLANNING BOARD —~'— PARCEL 173 0 OR INTENDED BY THIS ADJACENT ENDORSEMENT. `� — CBDH-F <v = r A SUBDIVISION - — & HELD Sao N/F ��•� �� r v z rn APPROVAL UNDER • . �,o � �' MICHAEL J �ory�o ,l► r+ _ THE INTENT OF THIS PLAN IS TO DIVIDE PARCEL 3 , • r CBDH Cr LAUREL MAP CRONIN ryti N� o LAW NOT REQUIRED ON L.C. PLAN 32290--D INTO LOTS 30, 31, 32 & 33. PAL 172 ? ERNEST A U T. 7RS c DAIGNEAULT. 7RS p OCU 41 1 MAP 227 PARCEL 171 /,� R v WETLAND DELINEATION BY NORMAN W. HAYES, PWS N 'V e / N OF THE BSC GROUP, INC. AND APPROVED BY THE WAY'Y BARNSTABLE CONSERVATION COMMISSION. CR) CBDH- HEREBY CERTIFY THAT THIS ACTUAL SURVEY WAS ~ ' _ - .AIL '' ••• & HELD /• ��,rc V MADE ON THE GROUND IN ACCORDANCE WITH THE —1 �i� �� y CBDH-F N/F 9�' L'r LAND COURT INSTRUCTIONS OF 2006 ON OR / / �, -- - y cENTERVILLE / ♦ NEW 20' WIDE ♦ -F �''\� & HELD MAP 22277 PAARR�.i70 tF` RIVER BETWEEN MARCH 7 AND APRIL 9, 2008, AND ` / LOT 32 V ACCESS AND UTILITY \ w �`�\. y MONUMENTS WERE VISIBLE INSPECTED IN - J 1 �N ' \ . MARCH OF 2009 AND NO CHANGE TO THE / DETAIL 2 �, ' �� o `�,. tiw > FOR REGISTRY USE ONLY MONUMENTS WAS OBSERVED. , , � ` $��' $ °� WAY G o$+ „ > war. LOCUS MAP 1 CERTIFY TO THE BEST OF MY � 20' WAY DITwaOF AY 'E' •°u►�` 1 1000 PROFESSIONAL KNOWLEDGE, INFORMATION /o'i BDH-F�CBDH-F >' •'`. �'. q f AND BELIEF THAT THIS PLAN CONFORMS -- �� waY 'E• Z �•. iiiH4I& HELD ��\'•` •` r TO THE RULES AND REGULATIONS OF CRAIG A. FIELD #38039 DATE / ��?� 20' WAY 1 / •��1v '• N/F THE REGISTRY OF DEEDS. �30+ N F LOT 32 / \ eORDE�NG '�. 1HOMAS P do USA B FOR THE BSC GROUP, INC. e�v'trN, y`•� �' " �'•. VEWAlEO s759• 13 ,1�• r... ad m \ , wEtuwos ~ ' \ \ MAP 227 P aARC.< 169 \ r^ � 88.ds• �N3i,�g9•••?i�� ` \ CBDH-F lCJO• .W DATE. � �. ` ` \•� � r,••_..• 3 1 I '.. •a HELD .,{L 569 .02• �n4'f . \: •\ \ N� �3� CBDH-F 2� 274't , , \: •' . '•\ .w & HELD . . �. Z - /,�" •. \ ` 7— LOT 32 / olf" —-- `�-'� WETLAND —- ...... / AIL NOTES .?F L � ARNOLD LANE \•. �`�. f _` THE ORIGINALLY DATED PLAN OF APRIL 29, __ I e � PARCEL / i-- 2009 HAS BEEN REVISED TO REFLECT CHANGES / / / ` - / REQUIRED BY MR. TOM GAVAGHAN OF THE \ �11L MASSACHUSETTS LAND COURT, SURVEY / / / se WAY J' ` `: / _..._.. DIVISION DATED JULY 16, 2009. / / / o?s 1 S78V W (R) �/ .A' A- .� , � \ UPLAND � � � � LOT 30 / I of M�Tt,a,IpS,. J`'� PROFESSIONAL LAND SURVEYOR DATE EASEMENT 72' W) IP5 qj • ,�- / ` ` uP ps �Ifc. / DETAIL 1 S78�Is 2a (F) � MARIE G�ROBBINS j3" 1 I GYyALL MAP 207 PARCEL 130 CBDH-F CBDH-F t ` / PLAN OF ` & HELD & HELD CBDH-F '.'WAY Z •` LOT 30 '�°F F9 �� \ ryo°. . � LOT 31 1 •, & HELD '�(PUNGED '`\ cTCWI`\ ` l UPLAND .! / LAN D EASEMENT I m CBDH-F , ' OFF. 79 2487� SHAPE AREA 89.418t S.F. ��•. AIL / �\ 21.85 SHAPE FACTOR `►` _.. SHED N '. ..3 , 1 ` - \ �• , / #40 0/91. 1 - - J .� / '• _ N� • • J FARM ROAD / r`y/ /� N/IF / �'`�` EXISTING CROSSING / CULVERT •� / �h / LOT 30 2ry"�� i FRANCIS 0 do MARY E z • ' /: TO BE REMOVED & REBUILT \\ / / t ' IN LOT 31 , O MCSHEA ' N MEtLANDs < •.\ �® // / MAP Z07 PARCEL ,29 W /3 I / : r '\` % ! C ENTERVI LLE �' / C N , ` 10.0 / suBSICETCH // �q NOTES "� ? °.. i� .:'� / / I \ `\� Sopf, J'AC // �' • / /� c/� T / NOT TO SCALE / EASTERLY CORNER ^ ' .�/ / / Ns� •,; � ��%.�•+..",�.,ARF,q__ / \ Mf"1�J�'1C I�U SS / OF SHED OVER / / v `'' -•,i / 10.0• PROPERTY L h - - �' / / (BARNSTABLE COUNTY / /� •r-' BY 0.34' (4 ) T /�� -� • / l \ NIP SHED / / WAY 'Z' J - ...... �' . Doi JOHN T ACE R �-, WETLAND BEING A RE—SUBDIVISION CARNEY Q. �' / / i BORDERING / MAP 207 PARCEL 128 1 E ` ' ` -` ' �..,,' VEGETATED ••-.,/ LAN/ / I o •4► - ,� .�/ / / I• • --... • / , ' _�"` - ___ .. ,:-, _ 0I= LAND __00 U:'�T I' ' WIDE ACCESS "P R=20.00' / T & UTILITY EASEMENT 28.11' R y / - I I • #32290-D 1 ,� ( 1 / c / / /F 28.09 � �� / JOFIN R BUSCONI ^. �,`O'- ,� / $i , j c,4 n ) R--10.00' ( � /. MAP :t07 PARCEL 127 b- . - goy '3` �' L=6.25' ,. '`: S82'�08'5DOW SB FND ' ;.I. � - - LOCUS INFORMATION A N R �-�8' Cc" R 2o.00' .• ,�J _.1L_-- \ co CURRENT OWNER: NATHAN T. RUDMAN & L 12. 1 '�, .� / C /KATHRYN M. RUDMAN p /� '1 J 6 96.36 N� ® - WETLAND 4:p 10.0' I• \� TITLE REFERENCE- CERT. 156588 I� Lf'1N J h/ / ,3► // °' EDW4 Ado y •� ' •�y f� t� I• WETLAND / MARYANN KILROY L ' �•• �� PLAN REFERENCE` L.C. PLAN 32290—D / I I PARCEL �F'• ! �IrG ,// MAP 207 \\ \\ / cBDH-F96.3s' 07 58• �11L Y4 ,4 UPLAND / / �• :. ` eph�3 A. ASSESSORS MAP: 207 APRIL 29, 2009 Sz'�9 k� �•`' / o' WIDE ACCESS / UP S81�1 S82•s0.20"w CBDH-F ryo \\ �// PARCEL:- 91-2 Jt' & UTILITY EASEMENT / " & HELD 4 , o �, \� \\ /gd-'% 1 / - REVISIONS: •o. // atu �sr / SEE WEXPUNGED `. .. NS ZONING DISTRICT: RC RESIDENTIAL N0. DATE DESC. DETAIL i , '/ OBSERVED 3/25/ SETBACKS: FRONT 20 CDOC. 747--+ ` ` -- . v MHW g.F.M1.W.,.J '�►V / SIDE 10� 1. 10/14/09 LC. REVISIONS LOT 33 i �/ c :_;)� • ' T/� ►AHW .,,, REAR 10 �o B-F o o.2s � c R=10.00' WIDE ACCESS /./ /V� . . . 8 p�Ns 2. 10/26/09 CLIENT REVISIONS \LOT 32 --— i. AA / & UTILITY EASEMENT C�' >" ' PREPOus IP-F c� , ' ` L=6.25' uS TEMPORARY ACCESS SCA1>9 FRO► �" Ip ROAD UNTIL SUCH TIME 2 M 1401 ��(/ OVERLAY DISTRICT: AP AS THE PROPOSED 20• / O yi A NITROGEN SENSITIVE 1 I C� �y 6 J ` ' •. N 1 / MADE ACCESS & UTILITY // 0P / y. o QQ v, 01. '� os EASEMENT IS 4' ck ZONE: NOT A ZONE 11 / ry. b mo r0 C>K LOT 30 R-10.00' rn / CONSTRUCTED INSIDE �• ci\ / � � / L=6.18' THE NEW EASEMENT FEMA FLOOD ,L► �•'� ZONE DISTRICT: "C,B, & A-10", DATED 7/2/92 �O Q ,• ,tio, / / , .�ll�. PANEL #250001 0008 D N/F / REPARED FOR: DANGI�I� � �^ � � SHAPE AREA 8s.28ot S.F.S � LOT INFORMATION / / MAP ELO ( 18.72 SHAPE FACTOR fill MINl*MUM LOT SIZE: 87,120t S.F. (R.P.O.D.) sw :, ' WETLAND NATHAN T. & KATHRYN M. RUDMAN �iB-F PARCEL 100 - :- •N s/: UPLAND WETLAND MLW-MHW TOTAL AREA EXISTING LOT SIZE: 18.7t ACRES 4.4! �' /•moo'. LOT 31 I #178 CAPTAIN SAMADRUS ROAD WAY • S5�$�g� ' WIDE ACCESS <': LOT 30 4.79t ACRES 6.43t ACRES 0.57t ACRES 11.79t ACRES NOTES: 20' WAY-~ m ��A WAY 'E' � � UTILITY EASEMENT 4./. COTUIT, MA 02532 20' WAY W30AY UPLAND , '// LOT 31 2.20t ACRES 2.16t ACRES 0.76t ACRES 5.12f ACRES 6• ti 'A °�' ' � 1: THE OWNER HAS REPRESENTED AND AGREED THAT . . �� 11 ' �� ► WETLAND �14,Q�� '' DH-f & HELD // LOT 32 0.10t ACRES Of ACRES 0# ACRES 0.10t .ACRES THE WAY TO LOTS 30 & 31 AND A PORTION OVER WaY G `c� . 1 N •� 20' WAY •k1 � � g'L r` /•, CBDH-F & HELD , g LOT 33 Q,2t ACREs - Q31t ACREs ACRES osof ACREs LOT 32 WILL BE MAINTAINED TO ITS PRESENT � V 1 s3'i� SZ''�'•I1• •,?� F +Y / , w�` NOT A � STANDARD' AND AT A MINIMUM AS A GRAVEL WAY 95 CBDH-F 69' s85�frf Id°i'� � BUILDABLE LOT �� F • ,J •' -' ---- •' •Z TOTAL AREA 7.38t ACRES 8.90t ACRES 1.33t ACRES 17.61f ACRES & HELD B-F 57 , TO BE COMBINED �•`b, ;,! - j N 349 Main Street, Rt.28, Unit D ,o. MATH ADJACENT : �" LNG �c 2: THE TWO BUILDABLE LOTS (30 & 31) A/N/R W..y5 LAND N78'So• 8»E VEGETATED `� • W Yarmouth Massachusetts W >• N5y3/l� �'- �. 20. UPLAND.- WE � PLAN WERE PREVIOUSLY APPROVED BY THE 02673 CIF, ,;� -W MADE N/F \$F - /• !� BARNSTABLE PLANNING BOARD AND SIGNED ON R�2o.o0; � s V w Ty4'�r \ T cot NATHAN T. �, 'is►. LOT 33 . :�•.._..:_..•_ •• �s7 . z NOVEMBER 1, 2004. FOR LAND COURT PURPOSES 508 778 8919 L=43.72 wt• ,�' RUDMAN ,�'"`' ?2s �' `"1 ' THE ROAD WILL BE KNOWN AS LOT 32. B-'F 9.2a"0 LOT 32 NI ` PARCEL MAP 207 04 •� - •4g: WETLAND © 2oos The esc Group, Inc. t� R=1s5.6 i JOSEPH P \ DEED 24035/111 Qp r'�, �J• WETLAND 3: THE PLANNING BOARD'S ENDORSEMENT IS BASED L=97 / SEE CORSIGUA. TR "b CTF. 189532 �� -- SCALE: 1 - 60 `\ `W / l • DETAIL 2 MAP zos \ `�s.�'` ` • c 'd� - • — ON A FINDING THAT THE PROPOSED USE OF LAND - r' � '•• �. 0 7.5 15 30 uEmts 5 BRB-F \� , PARCEL o9s �►�o�\ �3 �'. / �1/ 2 c IS ONLY FOR. TWO (2) LOTS FOR RESIDENTIAL USE Ra22 & HELD r a Fw cBDH-F L=118.�5 �, �, \ \'�a,� � gA '4a °'�' � ?�o$. AND THAT THE WAY IS ADEQUATE FOR THE o so so 120 f � INTENDED USE. LOT 33 IS A NONBUILDABLE LOT & ` \' dk�11oe`? R PROJ. MGR.: C. FIELD MQt ` WETLAND ` \ CBDH-F NIF O, I , IS TO BE COMBINED WITH ADJACENT LAND. FIELD: D. o i -��,� ` \\ & HELD aN �,� -..._ . _.. NO FINDING WAS MADE THAT THE WAY IS GAZZOL / N. MERC ER w P \ MN, 22s ADEQUATE FOR MORE THAN TWO (2) LOTS. CALL./DESIGN: K. HEALY ► / \ PARCEL Dot DRAWN: K. HEALY .�11L �\ j .; ;`,,,,,,��• �� 4: THIS PLAN IS A DIVISION OF REGISTERED LAND OWNED BY NATHAN T. & KATHRYN M. RUDMAN. CHECK: C. FIELD FILE: 6069-LC/6069-ANR-OPTI.DWG • `� o10y I� 5. SOME INTERIOR DITCH LINES TAKEN FROM OLD DWG. NO: 5609-0 W/ PLANS AND DEPICTED HEREON. JOB. N0: 4-6069.00 SHEET 1 OF 1