Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0004 EAGLE LANE
/ �f1 oT 6 6- 1 �iz+q rniyG ��vsc��7�z'ro� (�-►D� ' ST^`ma's o`� y yp°FHEr°w Town of Barnstable BARYSTABLE _` Regulatory Services - MASS. , OMpa�� Building Division. ; 200 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection RFI A Nn b' a0D-702-(� �-,.Location; E*6 C6 C T, Permit in er rj Owner �P Builder One notice to remain on job site, one noticeNon file in Building Department. g C � '—,.The following items need correcting: 4�KrtN R)q-tc` C ° 1, �SW�7' �z'�4 f125 So -T- 7 7Ni Y•�O - Cr1 o&'6-ze�-0 7 M1 Please call 508-862 40M for re-inspectio . Inspected iby �. Date � F4 �(IKE by Town of Barnstable _ Building Department - 200 Mai Street ALE. * Hyannis, MA 02601 9q, 1639. .�' (508) 862-4038 RFD�A Certificate . of Occupancy Application Number: 200902627 CO Number: 20080432 Parcel ID: 002002046 CO Issue Date: 10/19109 Location: 4 EAGLE LANE. Zoning Classification: Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: D C Xx/'!q ZIP Building Department Signature Date Signed IMEr, TOWN OF BARNSTABLE � -ding, 1 Ih' ti �p • °� Application Ref: 200902627 it BARNSTABLE, � Issue Date: 06/16/09 P erhi y MASS r . Qp 1639• Applicant: BAYSIDE BUILDING,INC' " ArFD MA't a Permit Number: B 20091003 Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 12/14/09 Location 4 EAGLE LANE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002046 Permit Fee$ 1,122.00 Contractor BAYSIDE BUILDING,INC '. Village- COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 0 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT 3 BR,2.5 BATH CAPE WITH AN OVERSIZED 1 CAR THIS CARD MUST BE KEPT POSTED UNTIL FINAL GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 95 INSPECTION HAS BEEN MADE. CENTERVILLE, MA 02632 Application Entered by: RM Building Permit Issued By: THIS PERMIT:CONVEYS NO RIGHT TO OCCUPY ANY<STREET,ALLY.OR SIDEWALK OR ANY PART:.THEREOF,.EITHER TEMPORARILY OR:PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY;NOT_SPECIFICALLIY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY T.HEJURISDICTION. STREE f UC:;ALLY 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 FRbM'THE CONDITIONS OF ANY APPLICABLE 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 PR[OR 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 ACCESSTO GUARANTY FUND(as set forth in MGL c.142A). &Raw ® aas � ,z r' BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 3 1 Heating Inspection Approvals Engineering Dept . _Fir c epp Board of He Ith )� kq> L. I` ti. .. _. La > y6 � � L ' � . �,/, s j -. /\ _ _ \` e � . ��_ . �� '� �' Town of Ba p�O&THE T Regulatory + BARNSTABLE. « MASS. Thomas F.Geiler AIF163g6 A Building D' Tom Perry,Building 200 Main Street,Hyan www.town.barns Office: 508-862-4038 Check One: ❑Shed ❑Deck ❑Pool FOR ALL APPLICATIONS: ❑Determine map and parcel number and enter it on al the Engineering or Building Dept.) ❑Completed Building Permit Application Approval/sign-offs are required and can be obtained at 20( ❑Historic District Commission ❑Old King's Highw; ❑Hyannis Main St. ❑Historic Preservati ❑Health Department Hours are: 8:00-9:30 AM or 3:3( ❑Conservation Commission Hours are: 8:00-9:30 AM ❑Tax Collector ❑Treasurer �oF.HE T � Town of Barnstable BARNSTABL6. : Regulatory Services MASS. i639. � Building Division prFD MP'�A. 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location �?9GL-E '�'4 � r Permit Number 2 O©7 0 2-6a7 Owner Builder 4"J One notice to remain on job site, one notice on file in Building Department. The following items need correcting: / z 'rz r y Gv c�G(i �d li�k- -- �c o c/C KJ,►4 Lt: Rows X#&aeF 46(-n e k [.F9-3? 714 o A)(t/S /,t) Ao G(-o W n)G- G Dug-?'l 0 4US : i m L SAD€ - �Sr.{LcoR A)& —0k) h -rfN 7• cPS E 0XJ Q02to Pl©oA- /kb CAK"C- GUAR-U-,- U)#A-nq c o k tt N. f-R G 1 f x :? K D F Sat..?' -- t iz. D Please call: 508-862- -` for re-inspe ion. Inspected by Date -2`z /COT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ® 0 Parcel DQ o2= d L : Application # Health-Division =' t Date Issued iA Conservation Division 0p, c Application Fel/' Planning Dept. �14. - �_ Permit Fee 0 7 Date Definitive Plan Approved by Planning Board Historic.- OKH ui�. _ Preservation/ Hyannis Project Street Address 7o Village 0--ra f T Owner6-ry f.T e-diltl•• doc6wO 4 PLC Address. b6K l�5- � i�✓l a�� l�Lzr Telephone 'V l— /i yG _ Permit Request -"%� 10�10AJ5 7_0(f 4 13 6 911/)/20dw�` Z g/ 164 M `01P9 4/11-11 3 Square feet: 1 st floor: existing proposed �13� 2nd floor: existing proposed (�':�`Total new l !�Q Zoning District Flood Plain Groundwater Overlay 6P, z. p Project Valuation Construction Type IVOJrA 1:9" ' Lot Size / 3. Grandfathered: ❑Yes ❑ No If yes, attach supporting\dcumentation. Dwelling Type: Single Family: Two Family ❑ Multi-Family(# units) Age of Existing Structure AJ�FV Historic House: ❑Yes U/No On Old King's Highway: ❑Yes "o Basement Type: LVIF'ull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑"Gas ❑ Oil ❑ Electric ❑ Other Central Air: S Yes ❑ No : Fireplaces: Existing New 1— Existing wood/coal stove: ❑Yes Flo Detached garage: ❑ existing ❑ new size Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ �- Attached garage: ❑ existing W new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial- .❑Yes. ff"No If_yes,_site plan review# Current Use 111a^4,,%,i� Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 6 �`�'� Telephone Number 7 71 - Cb YU Address �gd 4 5 License # e16 516 dZ6Y-2 Home Improvement Contractor# r Worker's Compensation # ee-f 0673 q66--ID ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO,,A6i*e-AWr-61( a*tZP SIGNATURE DATE ! `®l FOR OFFICIAL USE ONLY g` APPLICATION# DATE ISSUED MAP/PARCEL N0. ADDRESS VILLAGE OWNER Y . S T ,r DATE OF INSPECTION: 7oa FOUNDATION �� /� 09 � 1z 4To?e- ck— FRAME o� opRN�y� s a o aPiyr t 3/ 9 J INSULATION cj— FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ; GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ' JOB 44P • TAYLOR DESIGN ASSOC., INC. SHEETNO- P.O. Box 1313 FORESTDALE, MA 02644 CALCULATED BY----(ZVT TEL./FAX: (508) 790-4686 DATE 4P—C't CHECKED BY DATE SCALE ............ .............. .............. ........... .............. .......... ............. .......... ............................. ........... ............. ................... ........... ...................... .............. ......................... .......... TYP. ANCHOR BOLT AND LATERAL ............. UPLIFT 3"X3OXI/4" PLATE WAS14ER ............ TYP- SPACM-s .......... ISH EAR ....... .......... 2Xro PT PLATE ........... tf Al '4 ............ ............ .......... 14 14 MIN. .......... ............ V ............ .......... -4 -4 '!o ............. A AZ4 '4 A • .......... 16 c 4 .4 ............. .......... '4 4 4,6 leA t 14 ............. to' A A-4 A 14 a 0 roll 120 FROM END ............... 4 ka OF: PLATES .............. 4•4 A-4 A OF, 4 4 .......... 16 -4 -4 -t4 '4 ........................ .......... • 16-4 4 • ..................... 4 44, 4 .......... ........................ ............ .............. man TYR, AOL" SPACING :;........................... ................ ......................... ...........-4- ........... ............. ....................... t:!I� 4cp T ........... .................. ................................. ............. ................. ........... .............. 4......... ..................................... ........... ........... .... ...................... '�cowS�T Lpr 44 t Sc4& TAYLOR DESIGN ASSOC., INC. 5 k.-r— $ P.O. Box 1313 is,-Olt—Oct FORESTDALE, MA 02644 TEL./FAX: (508) 790-4686 PLATE UPLIFT STRAP - 2o Cza 3q s p5CP#3 DOUBLE TOP PLATE ............_... ... ............................. ............. .............t............._..... ..... ... .............:...... _.....:.... .... HEADER HEADER UPLIFT STRAP .......... ....... REFEF2 TO TABLE 9 ........._<..............._.._..__.........._......_.....< ..............:............... . FULL . ........ HEIGHT .._... ......._........... t STUD 1 .........................._... __... .._._.......... .. JACK 8'ND t WINDOW SILL PLATE a ti ........... ........................ -- ....:..... ....__................ ................... HOLD DOWN ............ Vp - ---------- ----- ------------- ---• ----------- ------- K-•r - s...................... • . . , •a .`n d•a 4•a d•a A•a d 6•a d•a . q d•a d•a ............ �llf a d•a ��• �•f e e • d d + 4 a 4 • 4 + 4 4 • 4 'a .� . D•e D a l�•� n., TYP. ANCHOR BOLTS AND D s D n . D �,• s. a` � � • D �o' D .:...._........._.-..._...._................._...._.._.. oa°• °a d.b °. b 3"X3"X/4" PLATE WASHER °. ° • •e D•a d•a qd•a 4D•a dd•a . 'D•a D•a 4•a D•a-•qd•a D 4ab•a 4 D4•ab 4Dd•a b 4d• d 44• b Q 4 � ds d4e d s ps d a aDa D•a ad•e daa da da _.. .......... s 4 • q • q • q a Q • • q • 4 . q ' 4 ._................ D•a D'a ,4•a D•a D•a D•a L1•a D•a D 6TUDS AND HEADERS JOB TAYLOR DESIGN ASSOC., INC. SHEET NO. 0 - P.O. Box 1313 FORESTDALE, MA 02644 CALCULATED BY TEL./FAX: (508) 790-4686 CHECKED BY DATE SCALE .............0-11-1-1--.1 ............... ...... ............ ............. ............ .......................... ............. ............... .................... ........... ........... . ................. ............ .......... .............. .... ........... ............. .......... ........... ............ I............................... ................. ........... SIDING .......... ................. ......... ....... ............. .............. ................. ..................... ............... ........... .............. .............. ............. .................................... .......... TYVEK OR EQUAL ............. ............ 1/2" SHEATHING ........... .................... .... ........... ...................... ........... ........... .......... ............ ........ ........ .............. ..........- ........... ..........................I.......... .... .................. .......................... ................ .............. ........................ .......... SHINGLE STARTER .......................... COARSE ........................ .............. ...........- ..................... ........... .......... ............. �2X6 F.T. SILL ............. ............. SILL SEALER ........... d a a ............................... • I qP%CAL- 2-*5 RO D......................... .......... TOP RING 2" CLEAR .............. .................... ............. ............. 5/8"X12" AN .......... .. ........... .............. 13OLTS 34"04, ....................... .............. W13"X3" WASHES, ............ ...................... Cb ............. ............ A-4 ............ ...................... ................. .............. ti ............. ............. ...........- ....... .... .. . ............... .................. ............. .............. ................. ......................... .... ...... ........................- ........... ............ ........ ... ............ ............. .............. . ...... ........... ............................... .............. ....................... ............- ............................. ............- .......... ..................... ........................ .......... ............ ............. ..... ..... ......... ............. .......... ................ JOB -s C 0 !4t T LjD-,r 44 TAYLOR DESIGN ASSOC., INC. SHEET NO. OF P.O. Box 1313 FORESTDALE, MA 02644 CALCULATED BY Or r- DATE <'- TEL./FAX: (508) 790-4686 CHECKED BY DATE SCALE ........................... ........... .... ........ NUMBER OF JOINT DESCRIPTION COMMON NUMBER O= NAIL SPACING NAILS BOX NAILS ROOF FRAMING BLOCKING TO RAFTERS (TOE-NAILED) 2-8d 2-10d EACH END RIM BOARD To RAFTER (BEND-NAILED) 2_16cl Vold eACW END WALL FRAMIN6 5-trod AT JOINTS TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16d STUD TO STUD (FACE-NAILED) 2-I6d 2-16d 240 D.G. HEADER TO 14EADER (FACE-NAILED) 16d Icid O.C. ALONG EDGE$ FLOOR FRAMING: JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d 4-10d PER JOIST BLOCKING TO JOIST (TOE-NAILED) 2-ad 2-10cl EACH END BLOCKING To BILL OR TOP PLATE (TOE-NAILED) 3-16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER (-j-AcE-NAILED) 3-16d 44" EAC14 JOIST JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-ad 3_10d PER JOIST BAND JOIST TO JOIST (END-NAILED) 3-16d 4-1ed PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d 3-16d PER JOIST ROOF SHEATHINCs WOOD STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED up To ie O.G. ad lod EDGE 16" FIELD RAFTERS OR TRUSSES SPACED OVER le O.C. ad 10d 4" EDGE /4" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w lod 611 EDGE / e FIELD WITH NO GABLE OVERHANG GABLE ENDWALL RAKE OR RAKE TRUSS Sd lod 0 EDGE / 6" FIELD W/STRUCTURAL OMOOKERS GABLE ENDWALL RAKE OR RAKE TRUSS ad lod 4" EDGE / 4" FIELD WILOOKOUT BLOCKS CEILINds SHEATHING GYPSUM WALLBOARD Sd COOLERS In EDGE TO- FIELD WALL SHEATHING WOOD STRUCTURAL PANELS STUD9, SPACED UP TO 24" D.G. Od 10d &I EDGE 12w r-m-o 1/2" AND 25/32" Fiamsommo PANELS 8d 3" EDGE f 6" Fimo 1/2" GYPSUM WALLBOARD 5d COOLERS 14 EDGE 10" FIELD FLOOR SWEATHING WOOD STRUCTURAL PANELS V OR LESS ad 10d e EDGE IV, FIELD GREATER THAN I" 10d lod EDGE 611 FIELD GENERAL NAILING SCHEDULE ...... .......... .0. TAYLOR DESIGN ASSOC., INC. SHEET NO. OF P.O. Box 1313 FORESTDALE, MA 02644 CALCULATED BY DATE TEL./FAX: (508) 790-4686 CHECKED BY DATE SCALE .................. .......... ........ ............ ........... ..............-............ ................. ............. ............ .............. .............. ........... EXTEND HEADER ............. TO KING; STUD ............ • ............. ............. ................... ......................... ............. ............ ............. ........... ........................... .......... ........... j t ............ ........... NAIL TOP PLATE TO HEADER WITH . ......... NAIL ........... ROW$ OF frod ........... ad COMMON TWO NAILS AT 3" O.C. ........... ............. AT 3" O.C. sit , ..................... ............. ............. .......... ........................ ..................... -4.......... ................... 2 5/8" ANCHOR 13OLTS WITH ........... .......... 35(3" PLATE WASHERS ................. ............ ........... 1-4 ............. ---------- .......... 4 ............ v .4- ............. Oe 44 4 Oe 4 4 4 4 14 ........... .4 • .4 4*4 *a.......... .......... 4 4 4 ........... 14 ............ .................- GARAGE OPENING DETAILS .......... ........... ............. ....................-....... ..... .......... jOB N aT Lor +oer TAYLOR DESIGN ASSOC., INC. SHEET NO. �� F 45 P.O. Box 1313 FORESTDALE, MA 02644 CALCULATED BY Q r DATE a:!V—CN ^d� TEL./FAX: (508) 790-4686 CHECKED BY DATE SCALE .. ..... ..................................._—........... ...... .................... ........................... .............. ..... ...... .. ..... ..... ...... ...... ..... .......... ...... ..... ..... ...... ..... ...... ...... ........................... ...................,.....................e.............>................. 4 O�IRw UPLIFT STRAP .............._...._..r..................... STORY TO STORY UPLIFT CO NNECTIONS wo PRODUCT204-1(Skde Shedh12D5-1(Uded) _s - JOB TAYLOR DESIGN ASSOC., INC. SHEET NO. of P.O. Box 1313 FORESTDALE, MA 02644 CALCULATED BY DATE-6 C'(- TEL./FAX: (508) 790-4686 CHECKED BY DATE SCALE .............. ...................... ........... ....... ...... ................ .......... .............. .......... ....................... ........... ........... ........... .............. .... .......... ....... ... ............. ........... ---------- ....................... ............ ............ ......... ............... ............ ......................... .......... .............. .................... ........ .......... .......... .......... .............. ..................p. ............ ... ...........- ............. ............- .......... ............ ....................... ------............. ............. .......... .. .......... ROCIE IST ...........- .......... .......... ............ zo,ca" ...................... ........................ ................ ... ............. IN L-cl ............... ............ .......... .............. ....................... ............. ........... ..... ....... ............. ................... ........... ............. ............ ................................. ... ... .......... ........... ............................ ........... .............. ............... .................... .......... .............. .............. .......................... .............. ............ ............. ............ .......... .......... ....... ............. .............. .............................. .......... ........... ..................................................... ........... ...... ........ ............ ............ -----------I ........... ............. RIDGE BANE) STRAP .............. ................. ............ .......... ........... ............ .............. ................................... .......... ................. .......... ............ ....................... ........................ .......... .............. ......... ............ ......... ..... ... .......... ....................... ............................ .......... .......... .......................- ............ ............ .......................... ........... .... ...... . ....... ........... ........... ............ .................. ................ .......................... ... . ............ .. ............ ............. .............. ........... ........... ............ ..........- ............. .......................... .......... ........... ............ ...............- .......... ........ .............. 4- 0-1— .......... i., . ...... ......... .................... ........... ........... ...................................... ................................. .......................... ............. .......... ............. .......... .............. ........... ........... d......................... ............ .......... ............ ...... .............................................. ..........- ............ Joe ,E'r Lor 4rro t S[10 TAYLOR DESIGN ASSOC., INC. SHEET NO. 5 of P.O. Box 1313 y FORESTDALE, MA 02644 CALCULATED BY C' ( DATE TEL./FAX: (508) 790-4686 CHECKED BY DATE SCALE ............................... ........... . _..... O t} U ; .� n .... .... . . ............ ---� .. ................ .......... .........._..................... o 0 0 0 o O O O O O ...... ._... .......................... ............. _..................._............ .......... �- lu 4 o w ...... ... �---� =tiLu >c .. ..... ..... ..-. .... .... . ....:.... �. .� t .............:....:............. JOB �G OtV T �T lot me Q t- TAYLOR DESIGN ASSOC., INC. SHEET NO. � OF °'-i-- P.O. Box 1313 q Forestdale, MA 02644 CALCULATED BY Cs� DATE _LQ— c,— Oct Tel./Fax: (508) 790-4686 CHECKED BY D COT t:r SCALE ..... .. .... ..... ....i.. ..... ............ .. ._. .. .... rw � .. e y .......... ........ .. f� l.,o ... 3 S n,s. ' _ . 0. ..... �+G'-1 "Y3. f i(`a L R. -b. =... a.....ps t 1 !"'-_N .... ... Q.o. Ps_t,._M,t . .... .... -00 .. d ._. TAW N. cSt� rr ` 1p . ... ...... .......... SAO- 1$"� 35'iiv1 7a4, �, 41-4-0-j 11-11 Zoo _ . 3 '_ L. -- 1 7 77- ............. ..... .... ...... 10 i L: �M-mac..- . `3 P�..►,� } .......... f$7 �-nnn ,,, kkt-t T-r --4-4 -A 1-2-44-- f AM-. 4-4- ++- w+nmMWWA1%. cal9MIIPBean 09 JOB 15c--12 Ili 5 C7 T, LA-r &Y5 TAYLOR DESIGN ASSOC., INC. SHEET NO. OF 4- P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY cm DATE 4. Tel./Fax: (508) 790-4686 CHECKED BY DATE (Zo-n>L-7r SCALE ................ .......................i . ......... .......... ....................... ........... ................. ........... J ...................... ............... ...................... ............................. .. ........... .............. .............. r C; A. ....... ........... ..............i............................ ............. .............. ............. ....... .......... .... ........... ...................................... ......................... ............................ ..... .... ........ cwlze- .......... ....... . ..... .4 ............. ..................... ........ ....... ...... ............ ................. .......... ....................................... .............. ............. .................... .......... ............. ............. .............. ........................ .......................... .............. 44 -L— L........................ Z. .41 d. ............................ A.. 14- ...........i,- ............. ................. ............. ............ ............ .......... ..........................F�................... .......... .............. .......... ............. ....... .. .......... .......... ;............. ............................ .......... .......... ........... .......... .......... ....................... ............. ............. ...... J.............. ............ .......................... ........ ..................................... ........... ................. ...... ............... ............. ......... ..................... .... .......... .............. ........................ ........... ......................... ...................... .......... .......... ............. IS: .1.z. .-Orr,................................................. ................ IV . 900 ................. ........... try ....... ............... ................................... ........................................... ............. ....... ............... ............ ..................................... .............. ..............11L.- 0 -4, ................. .................................. ......................... .... ................. ............. ....................................... ............... M. . ................... ................ ........... .......... ...... ................................................. ............. . ................. .................................................... .............. ........... ...- .............. C'�........... ............J77, ............................. ............... ........ .......... ............ ................................ ................ ........... + .................... .............. .............. ............ . ....... ............................. .............. ...........................................................-.................. ................ Aa> (P ....................... ............. -.1 .......... .......... .......... ............. .................... 0.................... ............. ...................... ............. ................ . . ............... .... ............ JOB 5COP-3 TAYLOR DESIGN ASSOC., INC. SHEET NO. OF P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY 'Csz-Z'' DATES Tel./Fax: (508) 790-4686 CHECKED BY DATE l V1 SCALE Sre i 3.d ..P S_c-. ram. ►, ... � ...,�c_ ... . S'n 1=- . �- S z.. .... r- .. ...,45".P Spy t°t . . z,. . ...�3.- .R - .... .... �1ti�d�S ..... . ,.............. .... .. " 4. .". .t.2.. 4 �.. ......4.©-Pc-t- uz —.. . Zx 1Z. r C,,,�-- C„7 .. .. : . .. Zx I L e I.z- dc- ................. . : .. S>..... a.....l. Zz c�= .�'" c s+ r t, . ...... 3 4l_ 01 c....c .. .............. .. c., .... 3�c . . ... .. .. .. ...:. c7 Q Z:.. .. ..... ..... cc,,�grc..c.� .... `1 .;.. C � 13 ..#ac. ... ...... . . . . r Z Z.1t[G. S w •- t� .. t 74 !7 77 t a �.... . IoP .. R Lo z 4c./ coca roe �c.�rit S 6r't' TAYLOR DESIGN ASSOC., INC. SHEET NO. 4' OF P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY�SyT DATE 4 k Tel./Fax: (508) 790-4686 CHECKED BY DATE Co- ce SCALE 7 ...... .... . .... .'_► ;S ... 4 PS t r.� �.= - o - o.P..s'F . �4. o.t-- ........ . : ... ... . .. ... 4- . . zs Z _ .........c ... . . .. .... 3 Z k to s - 3 .... e .... Z�, > .... Z C.,a \. ....... ..... . .. ; : ::.. �.O -t-a 0 1 Z....... .. -Zr'r. h.G....C'..... . 6.... .. 74 75 �. vJ ... "7 <to .5... . _ ..... Z K t g cam.. 1 4_.1....>P�-'�' �-- ............. i� rt .... �-? £_ . ...7® C. .. 4 .......... ..... . It . 34_.. a`� = 3 QD. M n 2 Z�L` .��91 ..... . ;Z. ........ . ..... . .... ... .. 471 .. .... . r�ovt . s'Ct mod.. ... rn�s.�i° ► + z� z;. . • �.Ada t S1°t S'4- lat t 2. _t 7 . g . ��. z ;�® o�TM�r Town of Barnstable o Regulatory Services - XAFiTt3TAHC..� •. - ,AS& , Thomas F. Geiler, Directox- 16Y9.. Building Division Thomas perry, CBO,Building Con)IMssioner 200 Main Street, Hyannis,MA 02601 www.town.bams-bble.ma.us Office: 508-862-4038 t Fax: 508-790-6230 PLAN REVIEW Owner: Map/Parcel: Ooz 0 0 2 0 Project Address YE���E E Gr; Builder: `, 4 fIAE The following items were noted on reviewing: `l o a o w-iW ,�tcs 70 Y/f��,e c J��Q cc i oee ;2-1 L— -r 5, lZeviewed by: l J Date: Q:Forrns:Plnrvw lei REScheck Software Version 4.2.1 Compliance Certificate -Project Title. NEW CONSTRUCTION Energy Code: 2006 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Building Orientation: Bldg.orientation unspecified Conditioned Floor Area:' 1139 f:2 Glazing Area Percentage: 8% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING,INC. BARNSTABLE,MA Compliance:0.7%Better Than Code Maximum UA:346 Your UA:344 TOTAL CEILINGS:Cathedral Ceiling(no attic) 1139 30.0 1.0 37 SKYLIGHTS:Wood Frame:Double Pane with Low-E 10 0.310 3 SHGC:0.31 TOTAL WALLS:Wood Frame,24"o.c. 3148 19.0 1.0 167 Orientation:Unspecified TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 205 0.310 64 SHGC:0.31 Orientation:Unspecified Door 1:Solid 21 0.280 6 Orientation:Unspecified Door 2:Glass 42 0.310 13 SHGC:0.31 Orientation:Unspecified Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1139 19.0 0.0 54 Furnace 1:Forced Hot Air 93 AFUE Air Conditioner 1:Electric Central Air 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2006 IECC requirements in REScheck Version 4.2.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: NEW CONSTRUCTION Report date:06/11/09 Data filename: C:\Program Files\Check\REScheck\SCONSET.rck Page 1 of 3 REScheck Software Version 4.2.1 Inspection Checklist Ceilings: ❑ TOTAL CEILINGS:Cathedral Ceiling(no attic),R-30.0 cavity+R-1.0 continuous insulation Comments: Above-Grade Walls: ❑ TOTAL WALLS:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: Windows: ❑ TOTAL WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Skylights: ❑ SKYLIGHTS:Wood Frame:Double Pane with Low-E,U-factor:0.310 #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor:6.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ furnace 1:Forced Hot Air:93 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air:13 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled;or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ 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: ❑ 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. Project Title: NEW CONSTRUCTION Report date: 06/11/09 Data filename:C:\Program Files\Check\REScheck\SCONSET.rck Page 2 of 3 Comments: Materials Identification: Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. 0 Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: �. Ducts in unconditioned spaces or outside the building are insulated to at least R-8. Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: LJ Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Thermostats exist 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 is provided. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Mechanical Code. Circulating Hot Water Systems: Circulating hot water pipes are insulated to R-2. Circulating 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: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. 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. NOTES TO FIELD:(Building Department Use Only) Project Title: NEW CONSTRUCTION Report date: 06/11/09 Data filename: C:\Program Files\Check\REScheck\SCONSET.rck Page 3 of 3 2006 IECC Energy r Efficiency Certificate Insulation . Ceiling/Roof 31.00 Wall 20.00 Floor/Foundation 19.00 Ductwork(unconditioned spaces): u • 'Door Rating Window 0.31 0.31 Skylight 0.31 0.31 Door 0.31 0.31 Forced Hot Air Furnace 93 AFUE Electric Central Air Conditioner 13.SEER Water Heater: Name: Date: Comments: SMOKE DETECTORS REVIEWED � N BARNSTABLE BUILDING DEPT. DAE j� - • _ - - - - J In .. FIRE DEPARTMENT DATE _J.. n BOTH SIGNATURES ARE REQUIRED FOR PERMITTING rs ' .ow �. o CARBON MONOXIDE ALARMS ' MUST BE INSTALLED PER •• - - -- -,-- - MASSACHUSETTS BUILDING CODE U OD LEI Z � 0 am EH 001 ®0oj 00 0�0 N Lu �1---- --- --- --- u.L T N I. I goF o - F- --------------I---- -. -----�_--- -I- ----,� � . Q •o- g W OV 1 J Lu o FRONT ELEVATION SCALE: 1/4" I'-W - - - 5HEET . - DRAWN BY: KW - DATE: 6/10/09 -- 6 M O LO W 'V . - FALSE C44IMNEY - N! .. _ ,•t _ ... _ �. N - 4 ob Lj ui ILI 4 I 'rm DO N X — ---- ———————LI gw V w REAR ELEVATION "F v w.' SCALE. 1/4" I'-O" SHEET ` - .. JOB. DRAWN BY, KW DATE. b/10/09 av N A Ln e. I31 _ ob z a u 1 Ld 0 L—J IQ IbI LEFT ELEVATION 2x12'e612'G.C. z 12 2X12RIME�� RIGHT ELE�/ATION LIVING RM.SECTION D SCALE: 3/16" - I'-O" - ONLY- ASPHALT SUNGLES SCALE: 3/16" - 1'-O" m C .. 1/2'CDX SHEATHING 12 l6"O. 2x10'S O 16'O.C. • - - 9'FIBERGLASS INSULATION - RIGID WIND WASH BARRIER REQUIRED I 218E O 16O.C. - - ' T EKTERIOR EDGE OF EXTERIOR WALL _ R SE 112'O.C. TOP PLATE S/4'STRAPPING AT FOYER SECTION ONLY - I/2'GYP.BOARD MAINTAIN AIR SPACE t SIMPSON H2.S - - - - - FASTE.117 AT ALL .OPEN - OPEN -i2 (p Z RAFTER/TOP PLATE JUNCTIONS TYP. 12 O O CONT.VENTING DRIP EDGE - Q V - Ixe FASCIA - Q W 2 9 I/' a -------- -----p----- IxS SECOND MEMBER ((j (n 4 LVL' i'OC 2x10'9 16'O.G.() 2xi0'S 0 b �' UNDER BEDROOM WALL ———————— ——————————— ALUMINUM GUTTERS AND DOWN SPOUTS W �. FRIEZE BOARD AND MOULDINGS N \ BLOCKING 4'-Ob.C. - - l- ~ N . IN FIRST TWO JOIST 4 RAFT FINISH STAIRS IRS BAYS FROM GABLE WALL a' S-2x12 CARRIERS 6'6RI9� O 16'O.C. F.G.NSU 1/2'PLYWOOD SHEATHING 7]CQ LIVING m bb= FOYER W ESWING ES Lu 11) Q . 5/4'OSB SUBFLOOR - J. 6'RI9 INSUL Ul 2d0'S 0 16'O.G. 2x10'5 0 16'O.C. 10 2K6 SILL a SILL S t/EAL 2x10'e O 12-O.C. 9-202 GIRT— ANCHOR AT 9'O.C. - -� MASTTER BE ROOM BASEMENT ECTION ONLY STAIRS ISR I -2[I2 CARRIERS I . c I ex7!-9'CONC.WALLS - I3'-4° 12'-B' I DAMP PROOF BELOW GRADE' - 1/2'LALLY C�LU 9 ' - I/2'CONC.SLAB 'TOP 4 % won -SHEET -0. SECTION 2yi_p° JOB: 0911 - SCALE: 1/4' I'-O° DRAWN BY: KW DATE: � 6/10/OR N - O 13_O" 15-0"F 131-0° u -6�-6• 6_6. :2'-8" 2'-4• 6'-0" 2'-4° 2-- ' 61-6" _ --- o® P.T.NOOD- 3N gNg dLd �A 1 - - (3)2x8 HEADER m (3)2.10 HEADER Ix LIVINGAK ROOMIw� TW 24410m O • • ] - 1 60 7/8 W IP DINING ROOM c �.x m �� - - I OAK - '. - 13-4^ 9'-0 4-0 V-0 - tkr N MASTER IL BEDROOM (2)a 1/4 L L 5 - ABOVE _ >. CARPET - - p TW 24410 - _.' _ o N 30 Ire'x60 Ire' - _ (9.29 1 •LVL3 6/3'FIRE RATED 2D63 ABA 0 =..; - :'-• GYP.BOARD BETWEEN _ GARAGE AND LIVING . 2466PKT - - &O a° 0 SPACE IGHTI kn.IGHrI -. O 80 ire'x60 7re' I-FOLD GARAGE KITCHEN I Fi RA awl E I I I m U WALK-IN" � I�tw I OAK - m cLosEr o I I z4k46 Q rT,WNTER' T-- •L-J I W PI CONCRETE SLAB '-{j1 I. TILE REF.I II�I :N PITGN 2'TO DOOR � o W.� IN FOYERq I I zs I N I 206E C OAK Z . HEIGHT FLU6N1 - I I L/ - Q V Z f 4'-0^ I W/CEILING BREAKFAST I BEE DETAIL xj N O 1 FULL LENGTH _ m I OAK 1 (8).II 7/B'LVL HDR - O to V a" m I I m 7'x16'.OVERHEAD DOOR CONCRETE APRON H U5 - m WILD E O O 3 � 3 � a 2'-6" 4'-2' 6'-10° W-0 4'-6" 3'-0^ 3'-0^ 2'-0' 16'-O° 2'_0' - SHEET 9'-0° 6'-0" 20'-O° FIRST FLOOR PLAN JOB, SCALE: 114" - I-O° YDE :6 - ' N 13:-ox 15 ° 13' i 1q,-6x - 6'_6x 6_yv.. 7-yu. 7'-6n 6'-6u .6i-6•.. -- .diLo `EI, _ - • O � s le Cam\ OPENOD in °BEDROOM t6a L BEDROOM #3- CARPET CARPET -.._ 13'_4i 3'_0. = 2'-4• 4'-0' 6 qq ' o TW 2446 �OFr�' __ ... _.- p k6d C 26 n _,. so6e _BATH . 1 TN 2446 -TILE C STORAGE 30 I ON%7/5' •o ' KYLI6Nt sky Gw I - + 30 wv tBO•/E I = ® 2660 oPo`I T OPGN o o Lu : _ Q - a — iQ _ - _-- _ - _ N E 4 Z Stu �. �V 0. 3-0. 3_a° .. 11-6x.. ..9'-0° 6'-0° 20'-Ox _ SHEET A15- _ .. SECOND FLOOR PLAN 0911 SCALE: 114" a 1i=0" - DRAWN BY, KW . - DATE' 6/10/09 • - r O q:_0. . 3'-10° 5'-0° 5'-0° 5'-O° (9- - - ------------- -- 4x4 P.T.POST GAW.METAL POST ANCHOR 10, SON TUBE'PIER W/ a - 1 :25'.'BIG FOOT'FOOTING - I 999 pppggg � ID Ib BILCO �plal — JL I z IV I I I bad 0 I q� 202eGIRT e POCKET E44CCH END S'x 7'-ql COI4.WALL I ocr • I I 16'x 10'FOOTING U) . b 1' io 9 �. O. 6q�Eq '-4' 6'-4° 7-2' - T'2' 6'-4' 6'_q° I I I IL I r I r -° I s I r I I �S-®12 GIRT e / •-'III'D^�yn'1:.0—, III—-:' I-Ocvme E A`uOS�M-2 xPe/«'i®�K®.'E T �V-I%e'—j-:'J'N T1�d:C-.Rye—i:—JIIIIII CON16C:.-0 We A L L 10'FOOTING 3-2112 GRT 36'z5162x'12LACLLONYC..COPLAU0M9 CMPACT FILL GARAGE'4 CONCRSLAB PITCH TOWARD DOOR _ NOTE: ANCHOR BOLTS EMBEDDED 7" SPACED 56" O.C: — 12 FROM CORNERS UP WASHERS B"xBNI/4" .W DROP — — W12 GIRT OFFSET 10- ------------------L — J 30�H�VimQ z -- ------ V IV 0" 20.-0•L 6 T4 R- � - - - - SHEET FOUNDATION PLAN SCALE: 1/4" 1'-O" JOB: 0911 -DATE: -6/10/09 T.2:10in 'S .a 1211115 LVL'S s U - J N 10 20L. :{ 104S P.I I'cI.LI - 2xI so 12'O. '� S-2Z12 GIR Ob - 3-2z12 GIRT / (II1 ® _ GGG+++ m lii',o 0 . m C® 1G: FIRST FLOOR FRAMING'PLAN SECOND FLOOR FRAMING PLAN y r • SCALE: 1/8" I'-0" - SCALE: 1/5" m 1'-0" m �„ tij 2110'9 @ ib'O.L. < 2z12'4 @ 12'O.C. 2.10'S @ Ib°O.L. b o 1 i L z lI II I� chi 4z4fA' D I - — — - ' iH L (2)Ib'LVL RIDGE POST DOWN RIDGE _ -- O '0 W/4xb E4 END W - 12'S 1° I'S I' 21 _ - - - — 2 9 1/2 LVL ' I // UNDERI WRM L - \ I - 12 P °0111 OVER' VA S (3)9 1/2'LVL ROOF FRAMING PLAN ROOF PLAN SWEET SCALE: 1/5" 1'-O" _ _ SCALE: 1/5' V-O" - 0971 . .. - DRAWN BY: KW DATE: 6/10/09 _ - - - STAGGER NAILIN INTO INTO BOTH PLATES 2x6 DBL TOP PLATE ' 2,6 DEL TOP PLATE 2x6 DBL TOP PLATE IXEND HDR TO CORNER - r a SIMPSON SP4(20 GA.) FULL HGT.STUDS yq JACK STUD— MAIL TOP PLATE ``•� - - O` W Y • - TO BTM . 0 32OCW5 OF 16d NAILS ,a VERTICAL _ - .. STRUCTURAL PANEL _ STRUCTURAL PANEL HEADER NAILED Bd COMMON COI'IMON CONTINUOUS HEADER A S. O.C.EDGE - _ ®3 D ®MULTIPLE OPENINGS NAILED Bd AND 12'IN FIELD - � - �� -' HEADER � �EDGE AND FIELD LTIPL E B FULL HGT.STUD - - _YJ - HDR UPLIFT.STRAP 4 REFER UPLIFT TABLE P Nz - - ACK STUD DOOR TRIMMER STUDS WPINDOW SILL J f- ' Na Li 0 5/6 'ANCHOR BOLTS - 2-5/B'ANCHOR BOLTS 11 STAGGER NAILIN w/3°xE"PLATE WASHERS w/5'.5°PLATE WASHERS INTO BOX AND SILL - - - - L y 17 ` 12 GA.ANCHORS TYP. OD ggg r ra z - _ M ( OSTUDS fi HEADERS NARROW WALL BRACING AT GARAGE DOOR 'f W / 1 151LL TO PLATE w/ WOOD STRUCTURAL PANELS 2 SCALE,N.T.S. ®.SCALE,N.T.s. I SCALE,N.T.S. JOINT DESCRIPTION - _ NurmER cF uI'meR or Wa sPAcwc - . - .. - fL19•Idl WILE 80X WILE . . ROOF FRAMING - .• - . BLOCKING r0 RAPTER(TOE NAILED) Z-Bq tz TO RAFTER(pID HAILED O-Im B-1 - m eACH END WALL FRAMING N - tOP PLATER AT INTERBEOTICNB(FACE NAILED) 4-1m B-Im AT.bINTB 2x STUDS 0,16"D.C. BND To eruD(F4CE WILeD) Z-Im R-Iba' G4•.o.c. Q' NPADGIL TO NPADER[PACE NAIL ) -Im Im Oq'O.G.A—.- FLOOR FRAMING .!IBT TO BILL,TOP PLATG CR GIRDCR(TOE WILED) q-BE- 4-Im PER JOIST _ W w BLOCKING TO SILL (TOG WILED) II-Bb -Im EACH PNO L . . IDCIONG TO BILL qt TOP PLATG(TOC WILED7 B-Im 4-Im (n"LL , L®GGR BtRP TO EEAM OR 61RDGR(FACE NAILED) B-Im 9-Im CACH-ST Z r JOIDT ON LEDGER TO(E N NAI WILED) B-m -Im ER J019T O ND JO BT TO JOIST[CND WILED) B-Im q_Im PER JOIST BAND JO BT TO SILL OR TOP PLATE(TOE WILeD) O-IbD - PHl.FOOT Lg� U� J ROOF SHEATHING - . . . wouD BTRucroRAL PANeLB - � LLJ V /��'-- ' RAFTERS OR TRUSSER SPACED UP TO Ib'O.C. m Im 6'eDGFJb'FIELD ° Z y . _ RAFTERb DR TRU90E9 6PAC®OVHt Is'O.C. - m Im 4'EDGE/b'FIELD r.QL' _ GABLG QLCIYALL RAKE OR RAK.TRDBB w/a GABLE OVEiMAN6 m b,mGFlb'FIELD F META®16°O.G, GABLE omwALL RAKe ae Race TRU09 uv BTRUCTIR4L m I ' . wrlao�ceR9 s Q - GABLE ENDW4LL P..AICE OR RAKE TRU99 w/LNIfOUT BLOCK9 m rotl q'EDGE/q'FIELD 1 CEILING SHEATHING ' GYPSUM W4LLBOARO m fGOLBRe -5 / - WALL SHEATHING:°. - u ' ' WORD BIRUCTUFAL PANELS .- 6TUD8 BPAC®UP TO 2q'O.C. m Im b'EDGP/G'FIELD ; ' Xy AND�'FIBERBOARD PANELS m - 9•-EOGPIb'FIELD . , A•cweun waJEonno m TmLERB - r EDGEno'Fu�.D - FLOOR SHEATHING SHEET ®FLOOR TO FLOOR CONNECTION Wmo erRDc vwL PANeB SCALES N.T.B. I'.OR LCBBEDGFJI'FIELD' GREATER THAN I° Im EDGE/b' EE— «. AB JOB: OPII DRAWN BY: KW DATE, 6/10/09 Apr . b. zm 11 : 1bFm No -6807 P . 3 TempParcelEdit Page 1 of 1 ,,.f:[.E"--`.!.'•f�:�fi'1..!'._,(•, :,.. �i+�7:7t�!;��:i.£: ', ;.:`µ;at�4'!k�b$�r.. .,..., nr� ,�i9 ..r...:::..::.:... . .... .ae:'.a::....^.:tom.:'.::::.,............ r:•:::.::::.::::".,-. ate,���-,��:<.,._..........�::-.:._...... . LoggedNew Parcel Monday;April b 2009 Ffs�nk Schlegel AF>VtiCation Conter Road System Reports Road System The record has been updated., New Parcel Detail New Mapparcel: Q02 002 046 Street Number: 4 'Unit: Dev Lot: LOT 46 Road Name: EAGLE LANE TJR: r..7 ' Sec Road: OSPR>=Y [ RIVE :>—i�ti T/R: , villldge: 07 -WWI Part of M/P: MAP 002 PCL 002 ...................._...._._.................._....._.__....._........_..- _s Plan Ref: IPLBK 617(69-75 (APP 7-62} Date Added: 01/16/2008 16..49:09 Updated: 04/06/2009 12:10:01 �. ....:.....:..qi::: .,Stj•I Glt-,.i.. ,....... :,5.;...�..•9'i`•i"y;y;jigi'9�:Jj4ii�:':ii'a' _ , l °FTHerayti Town of Barnstable h Regulatory Services 3 sw ASS as Muss. ' Thom F,Geller,Director s ��prED Building Division ' Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 office: 508-8624038 Fax: 508-790-6230 Property (owner Must Complete and Sign This Section If Using A Builder as..Ownex..of the.subject prope-rty.. hetebp authorize ,•. : . .to:act bnmy..behdf,. in all matters relative to work authoiize(Ibp.this building•pesmit-applicationtfor: L� (Address of Job) Sigmtute of Owner Date Z/zG&l T c Print Name The Coninionwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, MA 02111 wiv,mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly, Name(Business/Organizatiotl/itldividual): 1-3 yq T l/5 /AJC Address: X q S City/State/Zip: QeA1ZXx0_V 1LLB' 411• Phone#: L� F ` `79/_ %Qy� Are you an employer?Check the appropriate box: Type of project (required): I.❑ I am a employer with 4. X I am a general contractor and 1 6. ANew'construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. t 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. Demolition workblg for me in any capacity. workers' comp. insurance. 9. Building addition [No workers' comp. insurance 5. ❑ 1AIc are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I ani a homeowner doing all work right of exemption per MGL I LE] 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.] 'Anp applicant Umat chicks box 9I muse also fill out Ume section below showing Umeir workers'compensation policy information. t}lomeowners who submit Umis affidavi(indicaling 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.infomation. i ltnr tur enrplorer that is providin; workers'compensation insurance for nrt'employees. Below is the pol.ic)' and job site information.Insurance Compan} N1111e: 11 c4b14 Policy ;~ or Self-ins. Lic. k: W CIF 007-3 iVO6 !� __ Expiration Date: ILI Job Site Address:J �7��,� City/Slate/Zip: (�V�(/�T 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 imprisotunent, 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 cerlof under the l 'ns mid penalties of perjury that the information provided above is true and correct, Sign ture: Date: J �o� 6' Phone#: Official use only. Do not write in this area, to be completed by city or town official. City or Toren: 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 M Bayside Building Inc. Certificates of Insurance 2008 Sub Contractor General Liability Workers Comp All Cape Garage Door 6/1/04 6/1/09 6/1/04 6/l/09 Aluminum Products of Cape 8/15/04 8/15/09 8/15/04 8/15/09 Baxter Nye Engineering& 8/11/05 8/17/09 8/20/04 8/20/09 Bortolotti Construction 3/7/04 3/7/10 3/7/04 3/7/10 William Campbell 8/26/04 8/26/09 7/13/04 7/13/09 Cape Cod Marble & Granite 7/1/05 7/1/09 8/16/05 8/16/09 Cape Cod Ready Mix Inc. 1/l/07 1/1/10 1/1/07 1/1/10 Cape Concrete Forms 6/5/07 6/5/09 12/7/07 12/7/09 Carpet Barn Inc 1/1/06 5/1/10 111105 1/1/10 Casella Waste Management 4/30/08 4/30/09 5/l/08 5/1/09 Robert Chaves 8/13/04 8/13/09 12/17/04 12/17/09 Coy's Brook, Inc 4/24/04 4/24/09 9/21/04 10/1/09 Davids Building&Remodel 01/01/08 1/1/09 6/14/04 8/14/09 D.P. Fuccillo Construction Inc. 10/20/06 10/20/09 10/20/08 10/23/09 Govoni Land Services 5/31/04 6/22/09 7/4/04 6/22/09 Gregoire, Mark 9/18/08 9/18/09 Hill Construction 04/29/07 4/29/09 8/14/04 8/14/09 In Place/DM Design 1/20/04 1/20/10 2/18/04 2/18/10 JAG Cleaning Corp, M&M 5/7/04 4/2/09 8/25/04 5/15/09 Steven Johnson 4/25/04 4/25/09 4/25/04 4/30/09 Kitchen Appliance Mart and 8/12/04 8/12/10 1/1/05 1/1/10 L &M Glass Co, Inc 5/l/04 5/1/09 5/l/04 5/1/09 MAP Insulation 10/1/07 10/1/09 10/1/07 10/1/09 Meagher Construction 6/19/04 9/2/09 6/23/04 6/23/09 Morse's Masonry 3/10/07 3/10/09 Northern Sealcoating 10/1/07 10/1/09 4/1/07 4/1/10 Pro Fence Co., Inc. 3/26/07 3/26/10 3/26/07 3/26/10 Reed, Mel 7/21/04 7/21/09 7/21/04 7/21/09 Rolfe Construction Inc. 7/11/07 7/11/09 Whiteley, W. Vernon 10/1/04 10/1/09 10/3/04 10/3/09 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) M A ,*�* F /-\c&' L DATA d` erg s � iv 4.as I , ijaggg r,,,p ll, d 'oao a,Eui igg egu'a� s{s an andaris � � ��tConstruction Superviso�Li�ense , t 07 z3 9w1�2 ,1r0 Tr_# 22b48 ;# 1 I �t• 4wMIA. {TT{ - ggw ` I r a z } C� N R aIIL�IEAO 1 r' r eM��rz s 1 csa"' rF-�:,�a�'�£�.;�f A.✓E is �Itek�n i7 ti '"`,s, R i �.'�:<. t S ?•q���'t �°a n�'� �t �.� i t y �4 SgNtldw,.. rtfvr.4'2'. -; ........ Y I qb 1 k tA 4 � ] � SOULL�'S;000�ef,e cio��d s� T � �p pan 3 , .�, 1 r€onyrz �� ; 1, Iain4l iorne�s �D; i x ? LT 5 `� Fla lure o'�possess�a-. to saohse eB+rg }°, e z -� e�oo�Rhah�epse ' T w I y ;fib ' Foundation Certification in Barnstable, t aluJrt Ma. , 02635 Location: Lot 46 @ corner (C--h Lane and Osprey Drive ' y Subdivision of Barnstable Assessors Map: 002 Parcel: 02 Baxter Nye-Engineering & Surveying Flood Zone C 0 FIRM Community Panel Number No. 025551 0021 D Registered Professional OWNER: Cotuit Equitable Housing, LLC 0 Deed Book 21804 Page 41 OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. ® Deed Engineers and Land Surveyors Book 23161 Page 59 78 North Street, 3rd Floor Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Hyannis, MA 02601 Page 158 Phone — (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 ® Deed Book 22249 Page 282 Job Number. 2005-04 Scale : 1" = 20' 06-09-2009 SPIKE SET EL = 56.84' to n 00 . a a n N. Coto a a DAB F h SPIKE SET y`L' r o EL = 57.56' 7.7' 23 9• iv tJ N � 4.d LOT 46 _-- Of ACRES - 1 78f .F. o� N ozN1 .0 0. z 0 3.9' ^ O 39, ,+ G v m 0 0 C, 3.9' to 0 rnto Z .9' 59' 0 . to in 00. 6� o w 21.9. 91. � �s h IV le o o �r o �% �A rn %� m � `% 0� o N ' CD Z W I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN i COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN OF BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A y SPECIAL FLOOD HAZARD AREA. h N u6 THIS PLAN IS NOT T RECORDE NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. o �E N o(® . 09 cQt ' o REGISTERED PROFESSI AL LAND RVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE /9 N o GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS: ASSESSORS MAP 002 - PARCEL 02 2 SEtBACKS: FRONT - 20' SIDE/REAR - IV 3. UTAJTY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION COfN,SIRUCTION PIAK 4. COMMUNITY PANEL N AGR 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES: i SITE IS NOT WITHIN AN A.C.EC. (AREA OF CR=.A ENVIRONMENTAL OD CONCERN). o U �1r SITE IS NOT WITHIN AN AREA OF ESTIMATED HAWAT OF RARE Z , 0 �'W / `` WWATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS \ s� PROTECTION ACT REGULATIONS (310 CUR 10)." SRE DOES NOT CONTAM A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1, 2008 "CERTIFIED VERNAL POOLS." SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2008 'PRIORITY HABITATS OF RARE SPEMS FOR SPECIES UNDER THE MASSACHUSETIS ENDANGERED SPE(2E5 ACT, REGULATIONS (321 CMR10) I SITE IS WITHIN A STATE APPROVED ZONE I GROUND WATER RECIIARGE PROTECTION AREA SMH #3 p� R-56.26 OPEN SPACE 1:4&31 SGH4 I V to �� CONSTRUCTION NOTES: 1�48.21 SMH2 O � / 57.0 1. ALL GENERAL. CONSTRUCTION NOTES ON SHEET C-2 FROM THE x �� SUBDIVISION CONSTRUCTION PLANS FOR COTINT MEADOWS, DATED o� N 2. ALL GROW, DRAINAGE, AND UTILITY NOTES ON M7 C-5 FROM THE SUBDIVISION CONSTRUCTION PLANS FOR COflNT UFADOWS, DATED 6/25/07, SHALL. HEREBY APPLY TO THIS SITE PLAN. �. 56.75 �d� �• 3. SEWER BUILDING CONNECTIONS: �\ x x �\ w 0 56.75 56.5 LOT 46 - MIN. COVER SHALL BE 3 FT. - SET CLFANOUTS AND MAINTAIN CLEARANCE FROM OTHER -7 x 13.178E S.F. UTILITIES AS REWRED BY BARNSTABLE DPI# 0.30E ACRES 57.0 - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1% LOT 47\ Zg 57.5 x x / 56.25 57.5 _-x(A x 24.0' �O VEGETA70 w a � 57.2 12' DEEP 4 aR L, x �\ RAIN 4. Cotult Meadows Subdivision (25o C.F. pRWOSED D �Q Cotuit-Barnstable Massachusetts co 80771�A-uo � �.5�.50 0 .\ � r x MOM FOR 57•0 COTUIT EQUITABLE HOUSING9 LLC INv-48.g5 �- 4 `•� P. O. Box 95 \ + 57.5 56.75/ Cmdemille, MA 0202 57.75 �; . �, Site Plan Lot 46 Eagle Lane .0ti0 57.0 56.5 sue. \"�c� S ��• % '��i ; BAXTTER NYE ENGINEERING & SURVEYING 25 S 0 � 56.x �' ` LOT 45 Registered Professional � Engineers and Land Surveyors 78 North Sftet,3rd Floor,Hyannis,MA 02601 STEPHENs�°y��, \ ` a' OIA. x 6' DEEP Phone-(508)771-7502 Fax-(M8)771-7622 nnAT D. ch I Nv-4.5.25 OO OU75 TO 20 0 20 60 ��F s o►unt LDCHM c `r OR AL SCALE IN FEET o� \Nf \ SCALE: 1" = 20' DATE: 5-15-09 REV. DATE: REMARKS Lot 46 IIRANm mmm 0: 2005 2005-214 CML DESIGN 2005-214PBLOTS.dW 2005-214