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0100 POINT ISABELLA ROAD
/DD ��n f�1 S�hP/lam 2c�r� • �� � `r J I TOWN OFB RNSTABLE CERTIFICATE OF' OCCUPANCY PARCEL ID 074 006 GEOBASE ID 3858 ADDRESS 100 POINT ISABELL'A ROAD r PHONE COTUIT ZIP L'OT B&1 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT i PERMIT 60462 DESCRIPTION SINGLE FAMILY HOME - BLDG PMT#k48730 PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $.00 Ox THE CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE P ;<*`?T?E `_ ; * BARNSTABLF, MASS. 039. E'D MA'S BUILDING DIVISION BY/ DATE ISSUED 04/17/2,002 EXPIRATION DATE/ ``-'y Ile ® TOWN `OF BARNSTABLE BL ,.. r�ILDmNG PERMIT It PARCEL ID 074 006 GEOBASE ID B858 ' ADDRESS 100: POINT ISABELLA ROAD PHONE COTUIT ZIP — LOT B&1 BLOCK :; , LOT SIZE . DBA . DEVELOPMENT E . DISTRICT .CT PERMIT 48730 DESCRIPTION 2 STR. 4/BED. �/BATH. W'/ATT. GARAGE SIN. HOMj PER�IT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS E.J_JAXT IMER, BUILDER, INC. ,ARCHIT) TS Department of Health, Safety , and Environmental Services TOTAL FEES: $1,977.32 Tt1E BOND .4, $.00 per CONSTRUCTION 40STS $637,45.00 101- SINGLE. FAM HOME DETACHED 1 PRIVATE P<.*`IT�E " * i '� *� * 1AItN3TABLE, • { MASS. i639. 17 r ED M1� BUILDING DIVISION DATE ISSUED 09/19/2000 EXPIRATION DATE /,Or- / k—r- r B 'TABLE ARNS PARCEL ID 0514 006 GEOB 13R ID PHONEELLA ROADry "8 # COTU T %1P BLOCK LOT SIZE, SBA s,Er(,�� Ebyr DISTRICT C (,PERMI-T 48720 DR CST TUION 2 -STR. . 4/BED- 5/BATH. /A91"U GARAGwE, 81N. Cra "PF} T T P 6 1L; . "'1' T ,r fi ' a RESIbENTIA BL PKI! 'CbN�:R C ORS u F�3 `JA TIKE-y, "j3U1 ' ,. INC,v Department of Health, Safety apvt nd Environmental Services TOTAL Yams $1 s 77.32 "BOND 4-00 CONSTRUCTIO COST 637, 45, O() 'S T'NCLL :P `40 DR—T PRIVATE P� * : S!'ABI.E, MASS. i639' D M1►� 'BUILDING DIVISION BY DATE I SSUR 3 0 /19/200 � EXPIRNA11TON DATE ���� THIS PERMIT,CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY'PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE'CONDITIONS OF ANY APPLICABLESUBDIVISION_RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED . FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL,MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU-:- (READY TO LATH). PANCY IS REQUIRED;SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH-. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN"MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOST THIS CARD SO IT IS FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS VIIAA 2101 2 ,vyA � 3 A -` 3 f 1 HEATING N PECTION APPROVALS ENGINEERING DEPARTMENT 4UL�' d•�(, 2 i� i3 2 BOARD OF HEALTH OTHER: + SITE PLAN REVIEW APPROVAL - I WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY .VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTU'ICA I TION. NOTED ABOVE. TION. I 9 i I� I I , , I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION _--* �v Map O 7q Parcel OO6 Permit#- �� Health Division - -!;Z'2 a;�7;po Date Issued.1[17,(C Conservation ivision T� �o 9/Y/00 69?;- )40 r Fee ��- Tax Collector �� • 6.0 Treasurer . '`' g' OG� %K BALLED IN Planning,Dept. ;. ENVIRONMENTAL CCODE Aar Date Definitive Plan Approved by Planning Board -_ TOWN REGULA`6'IS t 4. Historic-OKH Preservation/Hyannis f Project Street Address 100 Point Isabella Road Village Cotuit f Owner Kevin Maher Address 100 . Point Isabella Road , Cotuit Telephone 771-4498 rzeb Permit Request ry 0' � New D. House First Floor 69x38 18.5xl9 28x36 Second Flr. 69x38 Square feet: 1st floor: existing proposed 3961 2nd floor: existing proposed 2622 Total new 6603 Valuation (O, /, �_Zoning District R F Flood Plain Groundwater Overlay Construction Type Wood , Lot Size 37 ,843 sf Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. I Dwelling Type: Single Family W Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑ No . On Old King's Highway: ❑Yes ❑No Basement Type: :0 Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) a Number of Baths: Full: existing new 5 Half: existing new 1 Number of Bedrooms: existing new 4 Total Room Count(not including baths): existing new 8 First Floor Room Count 5 Heat Type and Fuel: ®Gas ❑Oil ❑ Electric ❑Other Central Air: ®Yes ❑No Fireplaces: Existing New 1 Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool: ®existing ❑new size Barn: ❑existing ❑new size Attached garage:❑existing W new size 2 ca rShed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Residential _ BUILDER INFORMATION Name F.J. Jaxtimer, Builder, Inc. Telephone Number 778-4911 Address 48 Rosary Lane HYannis License# 003251 Home Improvement Contractor# 110609 J Worker's Compensation# WC97-695028 ALL CONSTRUCTION D RIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Macom s Dumpster SIGNATURE DATE co FOR OFFICIAL USE ONLY t. PERMIT NO. DATr ISSUED, MAP/PARCEL NO'.. L t ADDRESS `•.`f A`.klllo VILLAGE g OWNER4 DATE OF INSPECTION FOUNDATION FRAME STY 2"1 - (l /1 �l�""' r INSULATION 'if �TT } FIREPLACEj�' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL M GAS: ROUGH FINAL FINAL BUILDING t ' Icy'► _.- .. r DATE CLOSED OUT ASSOCIATION PLAN NO. j r^ • 08122I2001 1FJ:01 5e87754909 PAGEK 02 t�i:br ;dal 22:20 5067504636 T�i'L'JQ OESTGN 4SS%C FADE 01 L . -$ August 16,2001 E.J. Jwi=r' Bey"- r. Ire. 4$Roswy Lame Hyannzs, MA. 02601 RE Maher Rlsidelx-t 100 Pot lsabetta Road Catuit,MA Dear Mx. :axtitner: tjn this date I iaLsp qcd the stnictura,N g of ttae subjcet Wuse. 1-heic,gn drsdvings were prepared.bY Ivan Bcremicki Associves an:i to stractm" fi'atnir►g p by;CoWen AssocW'"'. The two Story wood fry Mucture is 0 mprised of ,vma Iam wood lud`stee9 tcasras as the p6tt3aay framing. I rreviedved the W12x30 rid, c beam,the VV'1Gx19 wCoud floor beams and the W 12x35 fiat floor bea m- design intent. The structure.has been sbb6tudiall3 impr'?cd with the addition ofint!sriocplywood sheath.. ific struo:tuzaj.from is in c©traplawe.Mth the roquircments of the W7.3saohasetts State B3 Rding Code Sixtb Edition. If you have any tluetstious,please du not,40sit4.te to Contact me. "1 R. Gregory Z u e ew . .. ' .. _ Z I i � a V cA I _ _ k • r t I — I i >• I o I � � I � I ,0KE DETECTORS 0. SITE PLAN 4 �,. cr.w•c cr.n,en ' dSTABLE BUILDING DEPT. A1.1 Q Q Q Q Q Q�f j j j' i' i -j• I I I I UVE_ I N z j i Q Qtm =1E >` I I ajF ajf -----I------------- — —— 1------—------- -------------L——--1 —----—— j j I I j I I j I •? I I I J u 5 i ti I I I I W a on ----- ------------- ——'— I I I I I I j I I j I I I j i I i i i r j j j i j s � v' BASEMENT —PLAN I I � I A2.0 WINC OW KEY LEGEND L!5 a oIN al. cl3 � v: a s, nm » nm nm • -. ' � WINDOW TYPES LEGENDIN I m�... N - O I . . I , i ------ $ - I m I s 9 .�.0......_'_. w,00a M ti .. 6 p p c FIRST O FLOOR PLAN A2.1 WINDOW KEY LEGEND ro WINDOW TYPES LEGEND u � fia < € a Sa a N > We YY --- I i I I^ ' Z HTITM lJ ; i ___ _ _� i i j i i j i _ o o I i OTM I SECOND FLOOR PLAN IIT O~� A2.2 • F a o o Q a a Z al: — I I I F I I I I bl as v I I I I =1� =j• _ — I --------- I I I I I — ----- -- -I ---- I I I I I N N I I I Ii i I I j I I I L I z 7-71 I I —. --- ---------------- --—--------- --- a - I I 1 I I I g I I I j ----------- —------ ----- 1 1—--- ----- I I I I I I I I I I I I I I 1 I I I I I I I I I j I I ': I I I i j ROOF i PLAN a: .o --- ------ -------- j --- j ; A 2.3 U 7 F -? < e^ ® ® F —" - —..o.— G < S G ———————————— ----—————————— .— Z .-----------.—.—.—.—.—.—.—.—.—.—. Mff -- --- -- --'-'---'--'-'- LJ� _® -- ------ ----'---'-,.---'- - - - - - g ---- - �ZWEST ELEVATION w m c = z �s` ----- ima m� 1 p p p —————— ——.——.--- -- — ——.—.—.—.—.—.—.—.—.—.—.— —._,..-oo—' E%TERIOR ELEVATION! �1NORTH ELEVATION ^ A3.1 z �3 Q J ?D F 8- Weir nm r7 7----.- EAST ELEVATION W �- z G _ W ea• •—'ior�•—. .......—.—.—.—.—...—.—.—.—.—................. .—•u o.o.•Gor•—• ................................... ..-.-.-. .-.-.-.- .-.-. EXTERIOR i - - - - ..... -' ----- ------ ELEVATION' M.. v 4 SOUTH ELEVATION x>rxurn A3.2 --- ---- -------------- ------------------------------------- -- 1 < F -.-.-.--------------- LLITTTTTII 00 00 < 00 ®...� 00 fill ELECTION®GARAGE U \SEC'ION ra MAIN HOUSE w _ ' C - LL - - C 11 m .s an w flfl Qfl o BUILDING 4 SECTIONS (1SFCTION®MAIN HOUSE/EYEBROWS A4.1 -------- ------------------ �.® ¢ .—.—.—.—.—.—.—.—.—.—._—.—.—. Z ¢ �x EC e 0010RE , < 00 ITT �1_C N®GARAGE G o°11 ® �m ----- u Zz_SEC'.ON 8'MAIN HOUSE Z m o = w - _ r � m S k as Qfl o BUILDING S' SECTIONS 4t 9 SECTION MMAIN HOUSE/EYEBROWS ro A4.1 --..,. .. .; ..�L.. .�y_.:,,3.••s '��x .�}.S'J„-i.':Li+.l.�- -,f`b^_' .lYli'^r. / f •i,.(,.%r.:S.;t.a.r ..,/.�.,<a.°h�!W.�'rv��y,'`_J1if-.r.i^2-^a+.:.r:xJ.'�,-y,..,-r.�a-,.,f�•�'ta4;�:(3t,r,<•a'.•=r.:+- i " OFIHE °. The Town of Barnstable BMWSTABM v� '"� Department of Health Safety and Environmental Services ArED .�A Building Division 367 Main Street,Hyannis MA 02601 O,f_fice: 508-862.-4038 Ralph Crossen Fax:- 508-790-6230 Building Commissioner PLAN REVIEW Owner: Ke U-I h Yy)RS�,Pk- Map/Parcel:07 Project Address:100 'IS A6 Builder: `E_ A X \YY1C�- The following items were noted on reviewing: O need +r) hl4ut°. wlykdOLO ' ikl titf�Cl��dh GU�4�/S. r v��.e�l saec� o►� �~C I� r Please call 508 862-4038 for re-inspection. Inspected by: Date: q:building:forms review J NWP.�41HE�° The Town of Barnstable '• BARNSfABLE. Department of Health Safety and Environmental Services %t MASS. a •v�PrEO MA+�e� Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-862-4038 f Fax: 508-790-6230 r Inspection Correction Notice Type of Inspection Location, ,",j > �s-511X0 l / Permit Number c e), k3—�� ��F24 r Owner c ,���► Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: / SAC�Gc./>c/f,r ,ems d ,�d� �����i�1�i�/��.�r G,�✓�Y��crl � ro � •c ,cc�w® � cx rr'�2 c ,J13'- /�4 I/C /!i CAW" a 7 c� /Q �f�s�l�s�'c�rEl7/auk:. in✓�7.d// ��G�/��'i�,v/���-s' � �',��►/�,f'G-� r Please call: 508-862-4038 for re-inspection. Inspected by Date - P`ppTHE T The Town of Barnstable BARNSTABLE. Department of Health Safety.and Environmental ServicesMARS- - 1679. prEo �., Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspectional l°, Location /1Y) 1-54�j 1 A� Permit Number Owner Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: e�mo 2Te AM f� Please call: 508-862-4038 for re-inspection: Inspected by t Date ` C. r SENT EY: IVAN BEREMICKI ASSOCS.; 6+7 8G8 5788; SEP-14.00 2:39PM; PAGE 2/4 IVAN MUNICKI ASSOCIATES, INC. Ar(CHI'i'I r.S - PI,ANNF.KS 9-14.00 Town ofAamsta.ble Building Department G!U l{.J.Jaxtimer 48 Rosary Lane 11yannis,MA 02601 This letter serves to clarify the use of Truss Joist fluor-joists for the floor framing package aI. the Maher Residence located at 100 Point Isabella Road,Cowit,Massachusetts. The specific product to be used is TJ1 150 as manufactured by Truss Joist MacMillan. Spacing of members is to be 16"on center. The table provided by the manufacturer (enclosed) indicates that uiidcr these conditions, i1w.maximurn allowable span is 18'-4". The maximum span in the Maher residence floor plan is W-0", loving within manufacturer recommendations. If there are any further questions or materials required,please call Sincerely, OltJ Paul Chebiniak ?k 1. , �i 9 WENDELL STUIT c:AMRILIOG1. NIASSACHUSr:TTS 02:38 TEL 617-354-57K5 FAX!(.;1i-86R-!0O4 872MAINS'1ikUl OSTERV11.1.1' MASSACHUSETTS 02e55 TEL:508-428-W88 r 1 �3Y: i4AIA tiLHE".,,%.1CKi ASSOCS. ; Gi; 868 5 68; SEP-i4.00 2:39P-.A; PAGE 3l4 CHANGING:THE WAY YOU BUILLP" Since thO.'1960s,htnlderi and specifiers have relied on quality products strmcbimlly—.,nd ernrimnme.ntrli,i—sound. Homes built on the from True Joist MacMillan. Cutting-edge research and development exception it strength and consistency of N,icrollamm L1/L, Paral!ann"PSL, hive resulted in a product line that fives you the superior support.you TinberStrand"'LSL, and Silent Flcwrj°joists are homFs where floors don't need in a stauct.we,•,vh;le our skilled sales And technical Itrff provides in•ak,•,�:,Ils don't cr,-ck,,and the cntirc strnctiirf h dmilned to,vcr:•. 0-,Oklitionol suppurt you need to pcl ([It-bcsl prrlounanr.c(torts loin l ltrt lot unl,n,.tIL-It J pri i. III rnIII,` those procivrb,tr Put'all of U1ese p:Wucb Logr.thtt with Trus i6it KnA101an sales a nd 4 Consistent;top quality Trus)oist MacMillan hu;dding proihrrts use more rng;ns'ering tstr�ii.cs,,and yot+hiivc the Frame.'s4'orks"Building System, and waste less of precious timber resources,resulting in buildings that.arc Changing the Way Yeu Buk"... Microllamt l i 1 • ..11. r , w4 r a 1•) Beamss, V. ?r J r :.rya 7. � ro ,` i�r�i�� 1s. •w, 1 Floor1 11 tll Joists Studs and(olumns ` GO A(1 1%f I4�Q?I.11�1Pr���'.I � � Product Warranty T 1 VV /%04N I lk'r'OE !)` CHL' FKAn'lli`'tiORK.S 11,!!1.t:11;vc•; SY>IL�1 Trus joist MacMillan waymnts that its pr'adu,;tr will be free from manufacturi1)8 eaari ur i $00'628-3997 defects in s►nrlsrnanlhifs and material. www.tjm.com In clddiliun,provided the product is correctly inilalled >..-, -• 200 E. Mallard Drive(83706) rend used, the company warrants the adequacy of ftt des rn for • 11.0. lit), 60 • Boise, ID 83707 • (l06) 164-I Z00 the normal arld cApec.ted life of the building. This warranty is backed by the full resources of Trurjoist MacMillan and by underwritten product liability twurance. �= NO 1,Mallard Drwe,Some,sdaho 89r06 1.900-473-1997 :- Torn NjW& C.E.O. .PartwWOAM'Mrrr9t6mra,Paragamp1,1"'Ir rmence PNO!sawn ri,Iv:°,ttrnbeturand^,TII'>.Tr-R•p,V".TI-Xpert`''and Ltn Jai,f�'.'le+.Millen'd are mgut�mJ baJema�ics end Changirg the Way You Budd",Tl-Ca,( TI•Uea!er",Il Pr "aod r'uJ"err tmdemadc of Tn,c,•nld M,,,A40an a 11mitod pa.p+rnld0,Gone,10 NW 1?g9�70M Copyright'*1999 by T,a,)pat keotder 2025 0.6+'.rJ in the f 1U O „rrerr.!rr!pajtcv SENT BY: IVAN BEREZNICKI ASSOCS. ; B17 868 5788; SEP-14-00 2:40PM; PAGE 4/4 I-LOOR 5PAiv, TABLES • HOW TO USE THESE TABLES I. Determine the live load deflection GTitcir jMINIMUM CRITERIA DER CODE- 3, 501m:t the on-center spacing you prefer. L/360 or IMPROVED PERFORMANCE SYSTEM -LI480)and iocatc the appropri�te sable, 4. kan town t.hr..column until you meet or exceed the,pon of your replication. 2. Identify the loading condition(4U PSf LIVE LOADl10 PSF DFAO LOAD qr 5, Sca"left in.the row to locate the TJI'f`ivist series end depth which satisfies y4srr 40 115F LIVE LOAD 120 PSF DEAD LOAD)and suave to the z w riatc section ondition. of the trblc. PD P MINIMUM CRITERIA PER CODE IMPROVED PERFORMANCE SYSTEM L060 LIVE LOAD DEFLECTION L)480 LIVE LOAD DEFLECTION "6'r350 18' T7 1 Iasi. A I 8' " 16'-2" I ri4. �• 15'-5" 1 17'-1Or 16•tU' S,•8" �, 17, 8, l6, r, 2, - 1 ;.i5 3' 20'4" 21'•3' 70'-0^ 20''-0• -1 ,3 II_5., 5 :' 11'•IT' ' ..8 � 19' ., 2S0 1G'-5' 24' e1' of 2` 11' 0' ' '•IT' ti 1 '- 20'- cti'`' ZB'-1" ; 1t IS'•6 23 Z' 11'-10" 20'-9"i1! 25- 18'-11^ 26 3 24'•9" Z3'-0' 29'-3' 26'-5" 24 1' 22'.9„ti) t8,_11^0n �. 26 ) z1 4 ) psi 25'-8" 2^itl Z1,_4,;,,, 24, , ...a..,.. ..:: 31'-0^... 29'-1" 27'-S" 25,•5„ 1 150 16 c 91/2 3" 1Z'-6' 150'.;'v 1L'-I1° 15'-5" t4'-7' IZ'-6" 250 t9'-6° Q 16'_6^ I 13' 5' r 150` 17' t ISO 22'-3" 15'-8' 12'•G" -•'^ a 250 23'-3' ) 19'_l (. Ui ° 250 21'-0' 1'/e° �1I 15, y., op 350 Z4'•1 Z0'-8"fr1 1T 9"(u 9% 11'4, 350 21'-5' ZQ'-S" 19' 3"+') 17'-9 ii1 Z3'-I1' 12.3•iu c 550 25'-6' 23'-1' 21'-iC" S I 250 13'-1'h t9_q^(') i 15' 9"(" Z50 13'-lo" 2T'.9'tl) i9_g-o) I I (3 i - 14 350 2 1' 25'-1'111 12'-2"('1 11'-9"I'1 0 14' 350... . j5,.6^ 23'_2s(I) 21,-i0'(1) 17'-9`il;y 550 31'-7' 28'-9' 27'-1'(') 22'..y°;r1 rya u� 550 28'-11^ 6 250 18'-IIab) Z3'-8'Ir> Ty_9 f 1 15, r0) 250 2614' ^I 16' 350 3V-2•f'I 26'-01) ZZ'-1'f'} 17-T(�1 n 16" 350 15 '-X' ZS'-00 11'-Z'i11 17' 9'i': SSO 35'•0• 31'-10' 28'-1'j11 1z'-5`0l..- 550 1 32'-0' L.',°1'<f_:.;;;'p7'r5.'.(!1;,i . 22'.5 • L:;ng term deflection under dead load which includes the effect of weep,s:urn,nvn to all wood mensben,has not been considered for am of the above applications.Shaded ;Pane celled initial drad load dcfltctiun e"txrding U)%which may be.unarccptabic.For adddiuiml intvm,ation,refer to our T)-Ream's or TJ-Xpee software or contact you, Lut hAit MjcMilian reprosent3tive. 1!Wal.,tiffcoro ar•7 rcquiicd at inlemit•di,rte supports of cortGm.,uut ipanjoists;n coudil.iun,wlwrr the intcirTcdiatc teali"r_0111 it Ie,%than 114"and N,r.span or either side of tht intermediate bearing is grrasrr than the spans shown is tire hail;oH;nRtabic: 40 PSFLNE LOAD 0 " OAD ........ 40 PSF LIVE LOAD,20 PSF DEAD LOAD'" n1�lo '`,r;A' -A2":a:C"•` '`.t6'•; 'Jft.1 12"o.c. 1 16" o,e. ° 150 W'eb Stiffr,"rr Not Rc uhcd Wet,51iffrnr,.,Nut Regvireda M '7S Not Required 24'-3' 201,-2" 16'-i 26'•11' 10'-2" 16'-9" 13'-5' Not Required t 27'-8` 23'.1. 18'-5" 30'_9" 1'3' 1" 19'-2" 15'-4` SJ. Not Required 21'-6° 't.:.P5F Died Lva,J nl Th"';Prci",SU joi>b. ";':VSf Urnrt Lund at IJI'^(Pro"iri0iuith. GENERAL NOTES Tables die besed us,: WF13 5TIFFENER REQUIREMENT-S • Assrainetl composite action with a sings.I.-yr.,of appropriate span- •ttc•quired if the i;(:t)of the honger do not laterally support the TJI''tl jraist top flange or ated glue-tiled wood sheathing for de•ilc,:Gon o,ily(,yens slsal)17c per footnotes on pages 10 and ZI. F rrtlurs•,I 5"when thnathi"R p;,l,eli art Voided only). •F.nrf Illvoril, : - (s fVr,t s'cyslu�il • Ijrlifornsly Iu.:dedioGtt. •fnterrnedi,sto Bearings:Not required at rnterasetiti'te bearing where joists are • f ncrcase fer iepetitiiie meneber .a,v h,n horn inr ludcd, cont,nuow in,p—,and the Inteimcdratc bcanng h el Ieasl 5'r4" ,vide. for • tipans shown aw cleat tlia.nt,x:brlw,•:•n supports. - .intrlo,cdi.tt iowo,t leis Ih.uv 511,"wide-,wet+:tiffeneii many I,e required • Must restrictive of sin"plr or nwltipk,pan. -(scr foOtriotc I.above). • For h3wdinh.c;untliti,)w not showr,,refci to PLf Lblrlr,un 1),"gr I I, May-24-01 06:59A C.C. Insulation Inc. 508 778 5735 P-02 1 i MAScneck COMPLIANCE REPORT Massachusetts Energy Code I Permit # 1 MAScheck Software Version 2.01 I Checked by/Date I i CIT'i: Barnstable STATE: Massachusetts HDO: 613' CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 5-24-2001 DATE OF PLANS: 8-23-2000 TITLE: New Custom Home PROJECT INFORMATION: Maher Residence 100 Point Isebella Road Cotuit, Ma. 02635, COMPANY INFORMATION: E.J. Jaxtimer Company 48 Rosary Lane Hyannis, Ma. 0260L. NOTES: MaCheck by Cape Cod insulation INC. # 2021 Main House MaCheck COMPLIANCE: PASSES Required UA = 981 Your Home = 651 J Area or Cavity Cont. Glazing/Door Perimeter R-value R-Value U-Value UA ---------------------------------------- ----------- -------—----- ------ CEILINGS 17 50 30.0 D..0 62 CEILINGS 1562 30.0 0.0 55 WALLS: Wood Frame, 16" O.C. 3342 19.0 010 20i GLAZINi: Windows or Doors 129 0.310 45 GLAZING: Windows o_ Doors 80 0.330 26 GLAZING: Windows or Doors 775 0.360 279 DOORS 60 0,340 20 DOORS 20 0.210 4 DOORS 20 0.330 7 FLOORS: Over Unconditioned Space 28`0 19.0 0.0 135 FLOORS: Over Outside Air 398 30.0 0.0 13 .HVAC EQUIPMENT: Furnace, 95.2 AFUE COMPLIANCE STATEMENT: The proposed buillinq design described here is consistent with the building plans, ,3per-ifications, and other calculations submitted with the permit application. The proposed Uuiidinq has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building May-24-01 06: 59A C.C. Insulation Inc. 508 778 5735 P.03 shall be no greater than 125� -:)f the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date C7 MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 New Custom Home DATE: 5-24-2001 Eldg.1 Dept. 1 Use I I I CEILINGS: I ) 1 -1 . R-30 Comments/Location ( } 1 2. R--30 I Comments/Location I 1 WALLS: [ ] 1, Wood Frame, 16" O.C., R-19 [ Comments/Location WINDOWS AND GLASS DOORS: [ 1 1. U-value: ( .37 For wirdows without labeled U-values, describe features; i @ Panes Frame Type Thermal Break? f ) Yes ( ] No Comments/Location ( ! i 2. 0-value: 0.33 { For windows without labeled U-values, cescribe features: I 8 Panes Frame Type Thermal Break?, [ ] Yes ( ] No Comments/Location. [ i ! 3. U-value: 0.3E [ For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ) Yes [ ) No ' Comments!Location I I DOORS: [ I 1. U-va.:ue: 0.34 I Comments/Location [ ] { 2. U-value: 0.21 [ Co^unents/Location [ ] 3. U-value: 0.33 Comments/Location FLOORS: [ } ! 1. Over Unconditioned Space, R-19 Comments/Location [ ] I 2. Over Outside Air, R-30 Comments/Location [ l [ HVAC EQUIPMENT: [ ] 1 1. Furnace, 95.2 AFUE or higher Make and Model Number May-24-01 07:OOA C. C. Insulation Inc. 508 778 5735 P.04 i AIR. LEAKAGE: [ 1 I Joints, penetrations, and all other such openings in the buildin I envelope that are sources of air leakage must be sealed. When I installed in the building envelope, recessed lighting fixtures j shall meet one of the following requirements: I 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or I gasketed to prevent air leakage into the unconditioned space. I 2. Type IC rated, in accordant? with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L/s) air movement from the the I conditioned space to the ceiling cavity. The lighting fixture I shall have been tested at 75 PA or 1.57 Jbs/ft2 pressure difference and shall be labeled. I ! VAPOR RETARDER: [ ] { Required on the warm-in-winter side of all non-vented framed I ceilings, wails, and floors. I MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can 1 be determined. Manufacturer manuals for all installed heating 1 and cooling equipment and service water heating equipment must be I provided. Insulation R-values, glazing U-values, and heating I equipment efficiency must be clearly marked on the building plans I or specifications. I I DUCT INSULATION: [ ] I Ducts shall be insulated per. Table J4.4.7.1. I DUCT CONSTRUCTION: 1 All accessible joints, seams, and connections of supply and return 1 ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport Aire shall be sealed I using mastic and fibrous backing tape installed according to the I manufacturer's installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing I air and water systems. i I TF,MPERATL'RE CONTROLS:. [ ) I Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating ! and/or cooling input to each zone or floor shall be provided, HVAC EQUIPMENT SIZING: [ ] I Rated output capacity of the heating/cooling system is not greater than 1251 of the design load as specified in Sections 180CMR 1310 and J4.4. 1 I [ J I SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and I require a cover unless over 20% of the heating energy is from I non-depletable sources. Pool pumps require a time clock. i [ ] I HVAC PIPING INSULATION: May-24-01 07:00A C. C. Insulation Inc. 508 778 5735 P.05 1 HVAC piping conveying fluids above 120 E or chilled fluids below 55 F must be insulated to the following levels (in.) : I F1PE SIZES iin.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" { Lew pressure/temp. 201-250 1.0 1.5 i.5 2.0 1 Low temperature 120-200 0.5 1,0 1.0 Steam condensate any 1.0 1.0 1.5 2.0 I COOLING SYSTEMS: I Chilled water or 40-55 0.5 5.5 0.75 1.D I refrigerant below 40 1.0. 1.0 1.5 1.5 . 1 ( ) CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in.) ; f PIPE SIZES (in.) NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS I HEATED WATER TEMP ;F) : RUNOUTS 0-1" I U-1.25" 1.5-2.0" 2.0+" j 170-180 0.5 f 1.0 1.5 2.0 1 140-160 0.5 0.5 1.0 i.5 j 100-130 0.5 I 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only;--=------------------ � I play-24-01 07: 23A C . C. Insulation Inc- 508 778 5735 P.02 A) I MAScheck COMPLIANCE REPORT I I Massachusetts Energy Code 1 Permit 0 1 MAScheck Software Version. 2.01 I � I i Checked by/Date i CITY: Barnstable STATE; Massachusetts HDD: 613i CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE:' 5-24-2001 DATE OF PLANS: 8-23-2000 TITLE: New Custom Garage PROJECT INFORMATION: Maher Residence 100 Point Isebella Road Cotuit, Ma. 02635 COMPANY INFORMATION: E.J. Jaxtimer Company 48 Rosary Lane Hyannis, Ma. 02601 NOTES: MaCheck by Cape Cod Insulation INC. 4 2022 COMPLIANC.w,': PASSES ��y- Required UA = 288 Your Home = 204 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA CEILINGS - 212 30.0 0.0 CEILINGS 82e 30.0 0.0 29 WALLS: Wood Frame, 16" O.C. 1140 i9.0 0.0 - 69 GLAZING: Windows or Doors 125 0.370 46 DOORS 2! 0.210 4 DOORS 35 0.070 2 DOORS 4C 0.300 12 FLOORS: Over Unconditioned Space 716 19.0 0.0 34 HVAC EQUIPMENT: Furnace, 95.1 AFUE ------------------------- -------------------------------------------------------- COMPLIANCE STATEMENT- The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cociing load if appropriate; has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125` of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date II IMay-24-01 07:23A C . C. Insulation Inc_ 508 778 5735 P.03 MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software version 2.01 New custom Garage DATE: 5-24-2001 Bldg-1 Oept. 1 Use I 1 ( CEILINGS: ! J I 1. R-30 Comments/Location ( ] 1 2. R-30 ] Comments/Location I WALLS: j 1. Wood Frame, 16" U.C., R-19 Comments/Location vYINDOWS AND GLASS DOORS: ( J ( 1, U-value: 0.37 ! For windows without labeled U-values, describe features: i 0 Panes Frame Type Thermal Break? [ J Yes [ ) No I Continents/Location I I DOORS: ( ] I 1. U-value: 0,21 ( Comments/Location [ j ( 2. U-value: 0.07 Comments/Location ] 3. U-value: 0,3 Comments/Location I I FLOORS: [ ] ( 1. Over. Unconditioned Spece, R-19 Comments/Location 1 ( HVAC EQUIPMENT: [ ) I 1. Furnace, 95.1 AFUE or higher Make and Model Number ! AIR. LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building i envelope that are sources of air leakage must be sealed. When I installed in the buildinq envelope, recessed lighting fixtures shall meet one of the following requirements: i 1. Type IC .rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. ] 2. Type IC rated, in accordance with Standard ASTM E 283, with no ( more than 2.0 cfm (0.944 L/s) air movement from the the ( conditioned space; to the ceiling cavity. The lighting fixture ( shall have been tested at 75 PA or 1.57 ibs/ft2' pressure ( difference and shall be labeled. I May-24-01 07:24A C.C. Insulation Inc. 508 778 5735 P.04 I VAPOR RETARDER.: [ J I Required on the warm-in-winter side of all non-vented framed I ceilings, walls, and floors. ] MATERIALS IDENTIFICATION: [ ] ] Materials and equipment must be identified so that compliance can ] be determined. Manufacturer manuals for all installed. heating I and cooling equipment and service water heating equipment must be I provided. Insulation R-values, glazing U-values, and heating I equipment efficiency must be clearly marked on the building plans I or specifications. l I DUCT INSULATION: ( J I Ducts shall be insulated per Table J4,4._i.1, j DUCT CONSTRUCTION: r ] I All accessible joints, seams, and connections of supply and return i ductwork iocated outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to the I manufacturer's installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is not I permitted. The HVAC system must provide a means for balancing ( air and water systems. i I TEMPERATURE,CONTROLS: [ J I Thermostats are requites for each separate HVAC system. A manual I or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. i I HVAC EQUIPMENT SIZING: [ J I Rated output capacity of the heating/cooling system is I not greater than 1251 of the design load as specified I in Sections 180CMR 1310 and J4,4. f ( ] I SWIMMING POOLS: I All heated swimming pools must have an on/off hater switch and ( require a cover unless over 202 of the heating energy is from I non-depletabie sources. Pool pumps require a time clock. I HVAC PIPING INSULATION: I HVAC piping conveying fluids above 120 F or chilled fluids below 55 F roust be insulated to the following levels (in,): I I i PIPE SIZES (in.) I HEATING SYSTEMS: TEMP [F) 2" RUNOUTS 0-1" 1.250" 2.5-4" 1 Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 I Low temperature 120-200 0.5 1.0 1.0 1.5 ] Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: I Chilled water or 40-55 0.5 C.5 U. 75 i.0 I refrigerant below 40 1.0 1.0 1.5 1.5 I ] ( CIRCULATING HOT WATER SYSTEMS: I Insulate circulating hot water pipes to the following ieveis May-24-01 07:24A C . C. Insulation Inc_ 508 778 5735 P.05 I L'1PE .>1'GEP• (ri. i NON-CIRCULATING 1 SR.CULATLNG MAINS & RUNOUTS HEATED WATER TEMP (F; c RUNOUTS 0-1" 1 0-1,25" 1.5-2.D" 2.0+" 1 170-160 0.5 1 1.0 1.5 2.0 . 196-1Ei0 0.5 i ;�,5 1.0 1.5 100-130 0.5 1 0.-.5 0.5 1.0 I -- '-NOTES TO FIELD (Building Department lase Only)----•-----------------'"- LAW OFFICES OF JOHN R. ALGER, P.C. ATTORNEY AT LAW 5 PARKER ROAD P. O. BOX 449 OSTERVILLE, MA 0265 5-0 449 TELEPHONE(508) 428-8554 FAX(508)420-3162 November 25, 2003 Mr. Thomas Perry Building Commissioner Town of Barnstable 367 Main Street Hyannis, MA 02601 Re: Kevin Maher, 100 Point Isabella Road, Cotuit Dear Mr. Perry: I enclose herewith a Municipal Zoning Certificate along with the Department of Environmental Protection Waterways License application and plan. Would you please review these and sign the Municipal Zoning Certificate and return it to me in the enclosed envelope. If you have any questions, please do not hesitate to get in touch with me. Very truly yours, JRA/bt Enclosures LAW OFFICES OF -':JOHN R. ALGER, P.C. ' �-73 ATTORNEY AT LAW 5 PARKER ROAD..` P. 0. BOX 4-'9: sus; OSTERVILLE, MA 026 5 5-0 44S TELEPHONE(50B)42B-B5S4 FAX(50B)420-31GE January 6, 2004 Zoning Board of Appeals Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: Public Notice of Waterways License Application No. W03-0931 North Bay, Town of Barnstable (Cotuit), Barnstable County Ladies and Gentlemen: Pursuant to 310 CMR 9.13(1)(a), this is to inform you of the application of Kevin Maher to relocate and maintain existing floats and piles and construct a boardwalk in North Bay at 100 Point Isabella Road in the municipality of Barnstable (Cotuit) in and over flowed tidelands of North Bay. Attached is the Department of Environmental Protection Notice of License Application and the project site plan. ery truly yours, JRA/bt Enclosures - ► o� , .�0,5 Certified Mail/RRR 6�� (' Q DNS 'A X 6¢ . 1 X" v NOTES`.FOR PRUPEK I'>T LINt INrUKMAI JUN jtt OUvn ir-ao� THE BARN STAB LE COUNTY REGISTRY OF DEEDS. NORTH SOUNDINGS BASED ONM.L,W. DATUM. BAY FOR RELOCATING EXISTING FLOATS SEE SE3-4179 POINT 40C FOR EXISTING STONE GROIN,RAMP& FLOAT SEE SE3-0009 & DEP ISABELLA �S LICENSE PLAN No.6212. RD. II D NORTH BAY � 'oil ,FLOOD Go EBB LOCUS PLAN PROPOSED RELOCATED FLOATS SCALE,1:25,000 COTUITQUAC &PILES. OVERALL SITE PLAN 0.0 M.L.W. M.H.W. 2.5 SCALE, 1 ��= 50I BEACH -___.-H.T.L.3.5 i 0 50 d 00ft. i m D w �PyO o PDT G. SALT' un 01 MARSH x z BEACH GRASS w EDGE i BOTTOM OF BANK jOP OF COASTAL BANK +1ul N �Q EXISTING D WELLING W W JO �r O ct rp al nAen0 rn 0 C9oOIr-tC N Ony 11, Z tik\s m ?�3 n��kc O co \�7' 020 cm :b LP �04 �rOZ0IJ 15 � SHEET I of 2 PLAN ACCOMPANYINGPETITION OF - - KEVIN MAHER 100 POINT ISABELLA ROAD COTUIT,MASS. FOR RELOCATING EXISTI NG FLOATS 8c PILES &CON STR.UTION OF BOAliDWALK IN NORTH BAY OCTOBER 23 ,2003 SULLIVAN ENGINEERING INC. J S I , H T 4. 10, f- EXISTING qo {LIGHT I I -RELOCATED w i / FLOATS BOAR WQPSED 4�x.lp QOTPRI,MTOF K / ( / a PROPOSED 1011 -12tQ1 . EXISTING FLOATS }/ / TI.E OFF PILES 134' TO_. / 28 FROM M.L.W.' MOORING BEACH / I GRASS / 99, MOOR PLAN VIEW SCALE: I"= 20 10, 13 8 10' 25WATT PROPOSED 10„-12110 PROPOSED 4'x10' 6 LIGHT TIE-OFF PILES BOARWALK H.T.L.3.5 2.5 . . M.L.W.0.0 EXISTING STONE GROIN EXISTING 8'x 16'FLOAT PROPOSED 4'x 4° POST(4 REQ'D.),. EXISTING 3x16" RAMP SECTION A-A SCALE I, = 20 0 10 . 20 40ft. OF PETER SULLIVANco WIL SHEET 2 of 2 MAHER COTUIT ,MASS, SULLIVAN ENGINEERING INC. ncT1=RVll i. F MASS TOWN OF BARNSTABL E Board of Appeals WilUan and Petitioner AppealNo. ......... :...»».».»»»...»».....» FACTS and DECISION Petitioner 141.UM and 'i .»116. ................................ filed petition on ..P ..13. 1973 ................................................_.. ...... requesting a variance-permit for premises at .........Off...OW. T .. .*.......................... Street, in the village of ..................�K , adjoining premises of»....112:erot2„Appokk21a o c� E. A, AckermatlD,,,,James B. White, Andrew and Marguerite Atwell, Edward A. Ackerman, Elizabeth Almy, John and Ann Bidtaell,..Sto y...atad.3lizabath...Walshy....Luc 11�.... to or.d.,....I3argar••et...lqh t for the purpose of ...... and a5nion. t.Q...build 4..» Inne.. o.... °` ma... . A r... . ......».» p : ........................................................................................................................... Locus is presently zoned in .......».RO dorn..»D... .stria ..........................................................................................................._ »..........................».»...............................................................»..............................................................................................................................................................»..»....................... Notice of this hearing was given by mail, postage prepaid, to all persons deemed affected and by publishing in Cape Cod Sftrdard-Timm, a daily newspaper published in Town of Barnstable a copy of which is attached to the record of these proceedings filed with Town Clerk. A public hearing by the Board of Appeals of the Town of Barnstable was held at the Town Office Building, Hyannis, Mass., at .........» P.M. ...........Harch..2 ..................................»....... 19 73 upon said petition under zoning by-laws. Present at the hearing were the following members: 13tiford 001M bag P� Anti B. trwyer �' �° Chairman y -' At the co"Jusion of the hearing, the Board took`;;aid petition under advisement. A view of the locus was had by the Board. On ..................... .M-1.1 I................................................................................ 19 73...., the Board of Appeals found Att*r x Jet Alew mvesenW the 1--atitioners and state that a-meld r has occurmd to the Woods UP sinco the 3tatte dray?,god the channel in O�z4.er Harbors. The Hloocbs bam aMUDd to tiv Wit. of Natal locomen to put up a twporwy wooden jetty to control Cue erosion and ifth tea constrt,4t o stone groin and plaoa orR a piles. e fird found thAt t1ha Petitioners h o ap a te* state and Tom Agmoles, and wisW to awitrol w amen problem ormted by * dredr4ng, in Cy ter Harboral and that granting, the 'Petitioners a Perodt mdar Swtion 0 would not result rl detrUnat to the neldiborhood inVolved and would not be a derogation of t1m Barnstable Zones .-Una, Tile Board "tW wmninously to rr=t P t'�tioner a special Pemit under Section C: Restrictions imposed Distribution:— Board of Appeals Town Clerk Town of Barnstable Applicant Persons interested Building Inspector Public Information By ... ..... . .. .......... Board of Appeals Chair an �OFTHEr�� -73 8ABB9T i y NABS. TOWN OF. BARNSTABLE PETITION FOR VARIANCE UNDER THE ZONING BYLAW SPECIAL PERMIT To the Board of Appeals, Hyannis,Mass. Date 19 The undersigned petitions the Board of Appeals to vary, in the manner and for the reasons hereinafter set forth, the application of the provisions of the zoning by-law to the following described premises. Applicant:WTpgds., 4 Kenmore_Rd.`Belmont,Mass. (Full Name) (Winter Address) Owner: - same (Fall Name) (Winter Address) Tenant (if any): � (Fall Name) (Winter Address) 1. Location of Premises _.L7 -6 off Old Post Road, Cotuit � (Name of Street) (What section of Town) 2. Dimensions of lot 149 220± Area 51 acre ......_...._._. _.._...:......_......_.._......_.�.___.._......._._ (Frontage) (Depth) (Square Feet) 3. Zoning district in which premises are located..._...__._...__...ResdenceD 4. How long has owner had title to the above premises? 5. How many buildings are now on the lot? _..... ._._..__........... _.� _...._.._ 6. Give size of existing buildings ____3Q±_ .`2+......._..._........................ Proposed buildings _._.._—_1`?0_3 ew.buildings__._. .___. _...._.,.._. _.. __. ....___..... __._ 7. State present use of premises _........it if 8. State proposed use of premises _ ____.._ __...__._..._..._.__........_....__.___.:__._...........____:_._...._.___........_______...._......._.__ 9. Give extent of proposed construction or alterations:Build stone_gr2in, fixed float, ram_aan••d place mooringEiles w __._•._____� _ _ _ ___ __� __ 10. Number of living units for which building is to be arranged __One•.Y,••,_•.•_••••.•,_:••••••_•.___......_..._................. 11. Have you submitted plans for above to the Building Inspector? _Yes 12. Has he refused a permit? No_•permit required 13. What section of zoning by-law do you ask to be varied? .......Article_III, ChaiDter•,,,I,II•,r_• Para ra h O 14. State reasons for variance or special permit: _Petj•t.i.Q—nerd•,•,gi,eex—i4 S,peeial, Permit under the provisions of Pip; aph.0_tobuild a stone groin, fixed _ __._.._..._.�._ _.__..... __....__.._............__.___ float,_r 2 and mooring piles in North Bay in order to prevent�� further erosion. Respectfully submitted,Wil ty Marilyn A.Waods (Signature) b T o Petition received by (Address) Main Streek Hearing date set for 19�..._. ptterville • Filing fee of $25A0 required with this.petiticn. • This form may also be used for Appeals.. (Over) ONE SHEET COTUIT PLAN OF c� 0 S TONE G RO I SJ . .pS�QC O`9 p9 �q DATUM M.L.W= 0.00 .0 zy r KEYMAP Ge. OP Fimay CO qY.51f S •0 [-� u•S.c-ft- .CHART COTuITCQOAD• SEA o D6TML S s1(4TW I°o o 0 4 rPPPp`o��` - $.r s bog ,10 �' 4 z. >1; ,{ airo'.t DETAIL $cnLm OF FEET P0 i� O �"\\6• u 30�'��d o'� ova - ''•4 0 ,a 1z Zo o . e6e,�P �T O� '7 5` I l YPI CAI. SECTION SCALE OF Fear rF $• +I CAP y i yajo S F,,lSD 'QSf r S W.—CMOs ,a 75/ �' # M.L.W. STONE 0.00 s�11. t' CHIP$ 75 P6 /D ym73* kdWWI�4 0 Pp(:)F 1 L E SCA-LE OF FE&T- oh- PLAN ACCOMPANYING PETITION QF WILLIA. M A. WOODS TO.Bu i Lip.,A S..TONF-C j;00j. I,Ffxeos Ft.�4-r, RAMP � ACE hd ORtNG PILES tN NORTH SAY BARNSTASLE 1972 i a. The gross land area of the lot or group of contiguous a. For each lot upon which a motel and/or hotel js to lots on which an apartment structure is permitted shall be be erected, there shall be a minimum frontage of one hun- not less than the product of two thousand five. hundred dred twenty-five (125) feet and a minimum of twenty-five (2500) square feet per apartment dwelling unit times the hundred (2500) square feet of lot area for each of the first number of such units in the apartment structure proposed, ten (10) motel and/or hotel units. For each motel and/or b. Apartment buildings shall not cover more than - hotel unit in excess of ten (10) motel and/or hotel units, twenty-five percent (257o) of the gross land area of the there shall be provided two hundred.fifty (250) square feet lot or combination of lots. - of lot area. c. No apartment structure shall be higher than three b. No motel and/or hotel or addition to a motel and/or (3) stories and the height shall be limited_ to thirty-five hotel shall be erected or placed on�a lot which will result (35) feet from ground level to the plate. in the- covering by all buildings of more than thirty (30) Prior Sub-paragraph (c) deleted and new Sub-paragraph (c) in- percent of the gross land area of this lot Or combination serted by 1972 An 120, approved by the Atty. Gen. Aug. 3, 1972. Of lots. d. No apartments shall be erected nearer to any.'street c. The maximum height of an motel and/or hotel shall line than two (2) times the distance from the ground.grade be not more than two 2 stories or. thirty to the top of the plate. Rear and side setbacks shall be not O y (30) feet. less than the distance from the ground grade to the top. d. In addition to one off-street parking space for each motel and/or hotel unit there shall be two 2 additional of the plate. " spaces for each ten 10 ( ) The word the changed to any in Sub-paragraph (d) by P ( ) motel and/Or hotel uIIitEti or frae- 1970 An 107, approved by the Atty. Gen. June 19, 1970. tion thereof. e. 'An unbroken yard .space not less than ten (10) feet . e. For each lot upon which a motel and/or hotel is depth shall be established all along the entire perimeter erected, there shall be provided a front yard or setback of the lot or group of lots on which is located an apart- distance of not less .than thirty (30) feet. The building ment structure. Such yard space shall be planted and main- shall he placed on the lot so there is a minimum total side tained. In such yard space, there shall be no off-street yard of thirty (30) feet which may be divided at the dis- parking nor driveway(s) except a driveway crossing that cretion of the owner, but in no case less than ten (10) feet part of such yard space as is bordered by a street. on any one side, and a rear yard of not less than twenty .f. Paved off-street automobile parking spaces shall be .(20) feet. No other uses are permitted in these yard areas provided on the lot or group. of lots containing an apart-, except that of a driveway in the front yard. All yard areas ment structure and each such space shall be easily aeces- Shall be appropriately landscaped and adequately main- sible .from a paved driveway on the property. There shall tained. be not less than one (1) such space per apartment dwelling f. A site plan for each proposed motel and/or hotel or unit on the property. Each such space shall be not less than addition thereto, shall be submitted to the Building In- t-wo hundred (200) square feet paved area, exclusive of. Spector with the request for a building permit. Said site driveway. Each parking space shall be located not less than plan shall show, among other things, all existing and pro- fifteen (15) feet from the base of the building. posed buildings, structures, parking spaces, driveway Sub-paragraph (f) amended by 1972 An 121, approve by the Atty. openings, driveways, service areas, and .other open .uses, Gen. Aug. 3, 1972. all facilities for water drainage, all landscape features g. No living units will be allowed to be constructed ('such as fences, walls, planting areas and walks) on the or used below ground level. lot. Sub-paragraph (g) added by 1972 An 119, approved by the Atty. Gen. Aug. 3, 1972. O. SPECIAL REGULATIONS — WETLANDS N. SPECIAL REGULATIONS — MOTELS AND/OR 1. In all zoning districts, in which there are located areas HOTELS. containing tidal streams, marshes subject to tidal change, 1. Motels and/or. hotels wherever permitted under the other streams or watercourses, or wetlands, no dumping, zoning by-laws may be built only .in accordance with the filling, dredging, or excavating which will reduce the na- following requirements: tural water storage capacity or will interfere with the — Page 12 — Page 13 14. In an Industrial District, automobile dismantling, natural flow patterns of any watercourse or stream, or in- used parts yard or junk yard. terrupt the normal tidal flow shall be permitted except up- 15. In a Marine Business District B, a restaurant. . on the granting of a Special Permit by the Board of Ap- peals. 16. In Village Business District A and B, any.use per- P. SPECIAL EXCEPTIONS mitted in a Business District, except motels and hotels. A. The. Board of Appeals may grant a special permit for 17 In a Residence E District, a single family unit in the following exceptions to the zoning by-law: existence on January 1, 1962 may be altered to allow 1. Temporary occupancy of a trailer during construe- use as a two (2) family unit. tion of a permanent home. The words "in existence on January 1, 1962" added by 1973 An 2. Maintenance and occupancy of tents in an organized 143, approved by the Atty. Gen.. June 15, 1973. and supervised recreational camp, subject to compliance 18.. In a business district, any manufacturing use. Sub-paragraph added by 1969 October 23, Sp. 19, approved by with the rules of the Board of Health. the Atty. Gen. Dec. 17, 1969. 3.. .Increase in the total floor area of a non-conforming 19. In a Professional Residential District, the area Ire' building damaged by fire or other cause. 4. Alteration or increase in size of a non-conforming quirements of Section M Apartments, may be modified building or structure. so that apartment buildings, shall cover not more than 5. Re-establishment of a non-conforming use which 507o of the gross land area of the lot or combination of has been discontinued for three (3) years: lots. 6. Change of anon-conforming use to any specified use Sub-paragraph added by 1971 An 127, approved by the Atty. Gen. June 22, 1971. not more detrimental to a neighborhood. 20. In a Residence C-1 District, Residence D-2 District, 7. Accessory use as defined in Section H, on a lot Residence E District and Residence I�' District professional - adjacent to the lot having thereon the principal building or home occupation use. , to which it is accessory. pp Prior sub-paragraph deleted by 1973 An 145, and new sum Sub-pareg.Gen. Au 1972.h added by 1972 An 136 approved by the Atty. paragraph inserted therein, approved by the.Atty 3. .Gen. Jane 15, Sub-paragraph amended by deleting the words !'Residence D . 1973 8. In a. Residence D-2 Distr ict a one (1) family dwell- District" at 1972 August 14, Sp. 21, approved by the Atty. Gen.. � � - Sept. zo, 1972. - ing in existence on January 1, 1962 may be altered for-use as a two-family dwelling. 21. Open Space Residential Development. may be allow- Prior Sub-paragraph deleted and new Sub-paragraph inserted 1972 ed in accordance with the standards and requirements.of An 132, approved by the Atty. Gen. Aug. 3, 1972. Section T. 9. In a Business District, a yard for.storage of coal, Sub-paragraph added by 1972 An 134, approved by the Atty. oil, junk or lumber, or any business requiring use of a Gen. Aug. 23, 1972.Former sub-paragraphs (5), (9),. (lo),, (16) & (21) deleted by railroad siding. 1973 An. and remaining sub-paragraphs renumbered, approved 10. In a Business District, a building or place for com- by the Mty. Gen. June 15, 1973. mercial recreation or amusement. 22. On all zoning districts, public or private regulation _ 11. In a Business Limited District C, professional and golf courses of a minimum length of 1,000 yards for a- 9 home occupation use as defined in Section I, Use Regula- hole course, 2,000 yards for an 18 hole course, together tions, ,Paragraph A, Sub-paragraph 14 without limitation with accessory buildings for storage of golf course mainten- as to use of structure or number of employees. ante equipment and materials, including golf carts, a pro 12. 'In a Business Limited District B (South and Ocean shop for the sale of golf related articles, rest room and Streets), motel, hotel, lodging house and parking area for shower facilities and locker rooms. No other accessory automobiles. buildings shall be permitted. 13. In all districts where renting of rooms is permitted, Sub-pararaph (22) added by 1973 July. 11, Sp. 6, approved by the same total number of lodgers specified, may be per- the Atty. Gen. August 24, 1973. mitted in one (1) multiple unit dwelling. — Page 14 — — Page IS — r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map d 41 "�.Parcel �d Permit# 48 Health Division C3 �9 � `�Gy� Date Issued nS � e®5A3—�/Q Fee Conservation Division t Tax Collector � VU� W � " . � - , Treasurer ` INyALLED IN C ratiW LIF h � Planning Dept: WITH TITLE 5 Date Definitive Plan Approved by Planning Board EWI RONMENTAL WP N E TOWN REGULK�I���� Historic-OKH Preservation/Hyannis ' Project Street Address 100 Point Isabella Road Y Village Cotuit Owner Kevin Maher Address 100- Point Isabella Road , Cotuit Telephone 771-4498 • • ' 1 d Permit Request Demolition of existing House Square feet: 1st floor: existing proposed 2nd floor:existing proposed Total new Estimated Project Cost Zoning District RF Flood Plain Groundwater Overlay AP Construction Type—Demolition Lot Size 37, S q3 sf Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. d Dwelling Type: Single Family 0 Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: 0 Yes ❑No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑Full ❑Crawl ❑Walkout El Other - Basement Finished Area(sq.ft.) ' Basement Unfinished Area(sq.ft) - Number of Baths: Full: existing new Half:existing new 'Number of Bedrooms: existing new Total Room Count(not including baths):existing - new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other., Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No `Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑'new size Shed:❑existing ❑new size Other: - Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑,No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name E. J. Jaxtimer , Builder, Inc. Telephone Number 778-4911 Address 48 Rosary Lane, Hyannis License# 003251 Home-Improvement Contractor# 110609 .. Worker's Compensation# WC57-695028 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Ma ' er SIGNATURE DATE C)0 FOR OFFICIAL USE ONLY in PERMI•T NO.. DATE ISSUED f MAP/•PARCEL••NO. ADDRESS ' ,. � ' _ VILLAGE OWNER., Y4 DATE OF INSPECTIO FOUNDATION i _ FRAME '"• i ', ` ; - - - ", . _ � _ .. r INSULATION FIREPLACE F. i a •..e ELECTRICAL: ROUGH r 'FINAL PLUMBING: ROUGH FINAL ,GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 4 t 1 r Assessors map and lot riumber .... .................... . ... . 3 6/��1� �.��THE tp�f Sewage Permit number .. �..� ............. SEPTIC SYSTEM Q INSTALLED IN COMPLI STABLE, House -number ...................... ................................... ............. + T� 90 mum TITLE 5 0 1 39. '. ENVIRONMENTAL. ONMENTAL COD E MAY a. . 'TOWN OF BARNSTA-ABA LATIONS BUILDIRG INSPECTOR APPLICATION FOR PERMIT TO ��..... - `� I*' N ...... v./............ ..... .. ..................... TYPE OF CONSTRUCTION ..�1.�!?yl.........L�l!er.......... ....�i!!1G;t ......................:.................................. s .....6..-.. 7........................:...19Z fO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: 71. GlIQ ..Location / 0..... ..... fvt................................................... . ........................................... ProposedUse ....�.(.l I. .......................................................................... ZoningDistrict ........................................................................Fire District ......................,..............................:.. ....................... Name of Owner V�L'I ies......., �.�.�la........: ..Address .� ......�/�/1�......7Ste%•E/��d.....�c� �lr7ij C/ ... �C ................. Name of, Builder' .T.6lC/1a..:T ll�rU!/Q�9f�'1 C en.r.....Address �7 �� Q ....f ..... . ............ Name of Architect .............................................. ................Address Number of Rooms .....AJ/...1......................................................Foundation .....A/ .............. F Exterior ........./.I11.........................................................`........Roofing ......... . ........................................................................ Floors .................' r...:............................................:.::................Interior ........ .............,............................................................ .._. Heatin :. ............................ . g� �............................................. . .........'.......:'Plumbing .......'� ..`.................f.............................................. Fireplace ..... .......................'..:.............I..........................Approximate Cost ... .6vC). ..............................:.......... Definitive Plan Approved by Planning Board ____________ _ _ - d..X... 6 ---- -- 19 -- Area ............ Diagram of Lot. and Building with Dimensions ........... .................... SUBJECT T P ROVAL O'F BOAR.D....OF HEALTH to7 F3v / 00 / 1\q01 250 i V[0 54C, , �6D g ►'t`G �3 t�� s CCUPAN ITS REQUIRED FOR NEW DWELLINGS ereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .. . GIKAS, EVANGELES 24114 SWIMMING POOL No ................. Permit for ......................m........... A ....t...o.....D...w...e..l...l..i... g ................Location 100 Point Isabella Road................................................................ Cotuit ............................................................................... OwnerEvangeles Gikas .................. Vinyl / Steel Type of Construction .......................................... Plot .................................Lot. ....................:........... Permit.-Granted .........................................June 7, 8219 Date of Inspection ....................................19 Date Completed 11...6.................../Li 9 Y POINT cp cD-oa ISABEL L ROAD N 57°02035" E C.k'. FOUND 25. 13 C. B. FOUND 164. 10 205f ' RIP RAP GROIN --''— PARCEL B 22480f S.F. a -2-25, c o N® (by Elan) NEW FOUNDA Tli9,lV CAP o 1 w �. FOUNDATION z � o C.B. FOUND CL CD-05 •�� 37. It ' i tL i 5920 104" E 217t ' by Plan 0 �SS, DO LOT I 15363t S.F. (by plan) C.B. FOUND N 60°33 '04 E 270f 2594 ' by plan CD-01 PLOT PLAN -- PARCEL B 49 LOT I �FM4AS.c POINT ISABELLA ROAD BARNSTABLEPAUL lA THE FOUNDA TION SHOWN ON THIS PLAN WAS L OCA TED �t F4Y�� PREP ED FOR I��HER BY AN INSTRUMENT SURVEY ON .i1/22/00 AND EXISTS s No.32448 y SCALE 1 ° = 30 ' Nt�EMBER 24, 2000 ON THE GROUND AS WN. �P CANAL LAN SURVEYING -2 iTo 306 OLD PI- YMOUTH ROAD SAGAMORE BEACH MA ,GA E P S O AL ANDS R PROJECT NUMBER 00-086 d � y ( .4 1A 0 0 o000 MM \ AA AMun) CD 08 VW LILI vtEWA� d Wf►I-4`` UJ SALT M �xoE Ro`/Ep z 57D02•3 1 MARSH o 41 6 " ti �;,.,• RED p,NDc�(pPEU U a: ` • „_..` 25. 13 T BRICK WALK ' M W 7 t '' ^� AIP AAP GROIN o. �• F ; ; � � ,�Q? r o -• BASYN ♦% s LA ' �� W I ' LOCUS PLAN N4� `�♦s ; �IN Scale: 1"= 2000' Assessors Map 74 R: Parcel 6 12-1 Zoning RF Groundwater Protection Zone AP �Its Q � Setbacks Front 30' Side 15' gRear 15 z� ti QJ D'05 �b ♦♦ * % N J 111 24''00peninq Above For M.H. ♦♦` a. T. Z�5 r O C ` Flout Supports Frame 6Cowr. 11rd .B. FOUN12 r I gl Q Pump Power Float Control To D-Box , ,� ♦ / P g ',- ♦♦ a �� ! Cables Installed in Accordance O ♦♦ VAP a o �~ A�9CEL 8 Q With Local BIdq.9 Elec.Codes. \ _ 1 \ Z .cQ 24BOf F• `�"'� 1. 4"0 From.Septic Precast Pump (by Pl ; Tank.Sch.40 PVC Chamber y PLAN -------- � ` 4°0 Sch.40 PVC Finished Qz From Septic Tank Grode� r - -J r'Ti L7Nrs _ e�,g 1 t - er 'k p a _�A fvr Power 9 Float Chamber_ Iv. ;� To D-Box Ga v t� ,��+`�� - �) Emergency Sto Chain a� .�/♦ —. -.- � �N�C6 ? � � roge o Cables. ": Min.2'Cover (-. . Vo1.440 AlarmonEL11.2 b s k Pum on EL 10.7 y 2"0 Sch.40 PVC 0 / y a I�� LOT 1 Mercur Float Threaded Pipe �F _ hZ rt/�lt ^O - ' Switchs-3Req'd 3 �( 363f S.F. m tt l.10.2 Check Valve PROA�E -i (b plan) op �p9EP C7 y Secure Pi eatT a Pry��,WAV + , Bottom Bottomo Chamber— l L� 6 Washed ' DR♦ Stone Min. SECTION Yp FTC v I GENERAL NOTES.• PUMP CHAMBER DETAIL C, Not to Scale �/\/ORK LIMITS MlTS ^`�l �. N 0 RESOURCE AREAS FLAGGED BY.' 51 LT FBNCe w/ `v ,�♦ 5TAK%NAY V I ENSR VmLE5 5O, �? I STA TE ROAD 15LAFRtis SAGAMORE BEAM, MA DA TUM IS NOYD BASED ON RM 4.4 EL. 48. 60 6 3 0 E 5 - ' 0-0J T SEE PLAN BOOK 228 PAGE JJ DESIGN DATA 329 2 a Single Family-4 Bedroom PLAN VIEW Existing developed area within the 50 With no Garbage Grinder 4"0 �� foot buffer to remain unchanged. Daily Flow=l10x4=440 GPD r� Scale I = 20 SepticTonk=440 GPD x 200•/s 880GPD F.G.16.0 FG.17.0 Vent ltsvlsasoln.eNiva+t�i'rts.i�sr Use 1500 Gallon Septic Tank All new nmoff to be recharged rYss. i , LEACHING AREA BOI 440 GPD/0.74=595 SF Required 14' 1500 Gallon Pump 1 •2 16.0 f.EYI Iv M At•1E(�, Use Bottom Area Only 13.8 Septic Tank Chamber A"LICAMNAML* Bottom Area= 12'x 5d= 600 S.F. 15.8 600 SF.Total Provided 1pp •i'Ol tt'T � • • y"'•' Groundwater El.Less Than 15.0LEACHING BED DESIGN Bedding asPROGR.TLO�'A7IOlr: All Pipes to be Schedule 40.PVC Per Title 5 Per TO.B.Groundwater Map Tt91T PerfSroted With Capped Ends.Use DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM st .,tit +..+�•�+ 3-4 Distribution Lines in a 12 x 50 . This project has .+--��-an Order of Cendidano ri Washed Stone Leaching Bed as Shown. Not to Scale OR Check Ose NOTES Finish Grads �,�� not v�sc i�� L Water Supply ForThis Lot is Municipal Water. '� Compacted Fill_�! Filter 4"e ftrforoled 2.Location of Utilities Shown on This Plan Are Approx. f Fabric PVC Pipe AtLsast 72 Hours Prior to Any ExcavationForThis 1/8"-1/2" SHOF,y 7Wspbs wig becoaddemidan Project The ControctorSholl Make The Required Pea stone �, gSsq bets Notlficotionto Dig Safe(1-800.322-4844) 3/4'-11/2" �;� PAUL The Contractor is Required to Secure Appropriate : Double waled R. N ii Permits From Town Agencies For Construettoa •1 stone RYLL M SITE PLAN Defined byThis Plan. 3'-o" 3'-0" 21-o' - 3=o' Existing Conditions Survey u No.32448 PROPOSEDInstall Risers as Required to Within 12��of SITE IMPROVEMENTS By Canal Surveying � �P� 4 12_0, Finished Grade. Buzzards Bay, AT��sUaV�OQ 6.All Structures Busied Four Feet or More or Subject' CROSS SECTION OF LEACHING BED 100 POINT ISABELLA ROAD to Vehicular Traffic to be H-20 Loading. Not to Scale COTU I T / MASS 6 Septic System to be Installed in Accordance With FOR _._.. 310 CMR 15.00 Latest,Revision And The Town of Barnstable Board of Health Regulations. KFVIM KA AUCO 7. All Piping to be Sch40 PVC GAT _ p __ - t24VISION 8/2.3/00 I ADDUCT C4NSWRV. C'OMMISION COVAMIII -