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0295 PHEASANT HILL CIRCLE
a;ecle I. pp �t Town of Barns' table Building Department 200 Main Street * MUMSTABLE, Hyannis, MA 02601 MASS , �(508) 862=4038 RFD MA'S A` � erti icate oOccupancy Application Number:. 201206023 CO Number:. 20130008` Parcel ID: 002002053 CD Issue Date: 01/29113 Location: 295 PHEASANT HILL CIRCLE Zoning`Classification: RESIDENCE F DISTRICT Proposed Use: DEVELOPABLE LAND Village: COTUIT , Gen Contractor: BAYSIDE BUILDING, INC Type: Permit T. e _ RCOO } CERTIFICATE OF OCCUPANCY RES Comments: - k . s. ; a Building Department Signature Date Signed r s - TOWN OF BARNSTABLE Buflidi. �g 201206023 p • *` BARNSTABLE, Issue Date: 10/02/12 Permit MASS �A 1639. Applicant: BAYSIDE BUILDING,INC rFG�.l A .Permit:Number: B,,20122413 Proposed Use: DEVELOPABLE LAND - _ Expiration Date .4/O1/13 Location 295 PHEASANT HILL CIRCLE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel ,002002053 _ Permit Fee$ "' 1,020.00 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$; 100.00 License.Num 005645 Est Construction Cost',S' 200,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND Y CONSTRUCT A NEW SINGLE FAMILY 3 BEDROOM, 2 BATH CAPE ITHrHIS CARD MUST BE KEPT POSTED UNTIL FINAL AN ATTACHED ONE CAR GARAGE "PHEASANT MODEL HOME" 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 a''Building Permit Issued By: ` THIS PERMIT CONVEYS NORIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK:OR ANY PART THEREOF;.EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC'PROPERTY;NO SPECIFICALLY PERMITTED UNDER THE BUI:LDINGCODE,.MUST BE APPROVED BY THE JURISDICTION:,STREET OR ALLEY GRADES AS WELL AS DEPTH AND.LOCATION OF PUBLIC SEWERS MAY BE r OBTAINED FROM THE DEPARTMENT'OF PUBLIC WORKS.,THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM.THE CONDITIONS OF.ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4:PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. ..x WHERE APPLICABLE,SEPARATE PERMITS ARE REQUI,RED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1/3 0,� i o O I>: R Ir•�- 1 p v 1� 0 ll' �j� L A?JAU ZRR G ? 2 2 }'� �A �- l$v 2 7 j�7_ t� /�- d ib-ll/,3 3 1 Heating Inspection Approvals Engineering Dept ZFire ept 2- .� a A� B o Heal ` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel lN� �Iication # Health Division Date Issued I3 f Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address Village Cab Z Owner Address Telephone me-1) Permit Request Square feet: 1 st floor: existing proposed 4::72nd floor: existing "proposed P, Total new �! Zoning District Flood Plain C Groundwater Overlay _ /I Project Valuation /� f, � Construction Type � � � 2 Aii3 Lot Size Grandfathered: ❑Yes Wo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure , istoric House: ❑Yes MNIO On Old King's Highway: ❑Yes �o Basement Type: Dull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing 2-- new Half: existing new Number of Bedrooms: existing D new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel:�as ❑Oil ❑ Electric ❑ Other Ce tral Air: )(Yes ❑ No Fireplaces: Exi tin New Existing wood/coal stove: ❑Yes ❑ No O Detached garage: ❑ existing ❑ new size_ o I: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached ara e. existing ❑ new size Shbd: ❑ existing ❑ new size Other: � �"- 9 g � 9 I , X —k 9 — a y ZZ � Zoning Board of Appeals Authorization ❑ Appeal # ii Ll�— Recorded ❑ Commercial ❑Yes o If yes, site plan review# ; , Cy.1rent Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) �+ Name ~ �S� Ly .�� `'`�' Telephone Number Address 1", ,./�� � License # CS Home Improvement Contractor# Worker's Compensation # [,c1Cff— a ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE 214,44DATE D �3 FOR OFFICIAL USE ONLY ' APPLICATION# t DATEISSUED ` 'F MAP/PARCEL NO. Ir - ADDRESS VILLAGE ;I OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 4 - ' t Subcontractor's Insurance 2012 s. yy Fyn yam. - � GLPohcy GYL„Po iht c �WC Pohc WC`Pohc ' - � M`M, ev':_ _.��.�—.- All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 06/01/12 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 08/20/12 Campbell,William 508-790-3517 08/26/04 08/26/12 . 07/13/04 07/13/13 Cape Cod Marble.&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 08/46/12 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 06/08/13 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 01/01/13 Chaves,Robert 508-362-9929 08/13/04 08/13/12 12/17/04 12/17112 Christopher Costa&Associates, Inc. - 01/22/08 08/27/12 02/06/07 02/06/13 Co 's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/04 10/01/12 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 06/.14/13 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 08/14/12 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 08/12/12 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 10/01/12.. Northam Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 04/01/13 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 12/12/12 Wood Floor Specialists 508-888-3958 02/03/08 1 02/03/13 02/03/08 02/03/13 1 �tiQF� f r yQ T6 n of Barnstable. 4 Red l4tory Services Ba YAM•er��* Thomas F.Geiler,Director uild!n Division 4 � �fD F�A'I Tom Perry, Building Commissioner - 200 Main Street, .Hyannis,MA 02601 Ym w.town.barnstable.ma.us Office: 508-862-4038 Fax: 50E--790-i230 Pro e Y 0v,�ner Must Cony let and Sign This Section.. If Using ABuil&er �i�- - ds:0* er of the subject propeily hereby autho rize 2�6 tJ'f, w to act on my ehalf, _ /Ic in all matters relative to.work aithorized KytU building permit application for; . hl - - Address off obj �._ S gnatuxe of 0vner D to Print Name . Q TORItS:OWNERPERMTS510N f tx*wd of 3 oVil If UA 11,��sti�//F55"N/ ,ppyy l��!t 1cc'.I' Cr`� r• BIR LAN T DACt, i aral e a,lur^ 9i!?o�a a )d iieMLIMMiQl fiQZ&Mffl ate Etailcl!ir+ o le is c use fer relQ'"'' do�_cc�tr f E�EimGIi w. For Ffi Lied dug:i�uf�+rrraatioin visit: wa vvuy a-mad"'rf Res' 0 I Office f Con i� ��s allas���s� c l e pal' Plaza Suite 5170 Boston, massachuse is,021 16 :Registration: 113786 Type: Private Corporation Expiration: 7/16/2013 Try {213797 BAYSIDE BUILDING INC DRIAN DADEY PO BOX 95/ 3 BAYBERRY S.C1 I ' CENTERVILLE, MA 02632 Update Address and return card.Mark reason for change. _ Address F1 Renewal Employment e ° . n Lost Card CA1 65 5OM-04/04-GlOI216 b p n /sgi0o e . License or registration valid for i ndividul use only HOME N&FROVErtfiENT CONTRACTOR before the expiration elate. If found return to: ' = Registration: ,..113786 Type: flf-ce of Consumer Affairs and Business]Regulation. Expiration: 7/1612013 Private Corporation 10 Earle Plaza-Suite 51 70 Boston,MA 02116 'SIDE BUILDWG IiO' sz ;-z BRIAN DACEY PO BOX 95/3 BAYtERRY S( CENTERVILLE,MA 02632 x f Undersecretary ' o_foibad t signature I tD U 04 Z O � IA V J n _ Zn cr ab 0 0 z J w I cr W 0® a o ®®®® U� N ', } O i,.i. Q a z FRONT ELEVATION- F- SCALE: 1/4" - V-O° W I r 3 O. O N w { Q O#= w SWEET REAR ELEVATION SCALE: 1/4" V-O" ' JOB: FOURNIER REVISED:1/10/13 DRAWN BY: TFII REVISED:q/27/12 DATE: 9/25/12 N U a , Z Lo r � J _z n - a co w 0 F- z J W ..� U W t 0 D 0 N n .. 0: 0 (n w on L---J RIGHT ELEVATION m Z SCALE: 1/4' - I'-O' _ Q Q O LEFT ELEVATION M Ill SCALE: 1/4' I'-0' D / - W (4) (L ` 41� TTP.RDOF 'HURRICANE CLIP' F.G.IN- 2110'.@ 16'D.C. FASTENERS AT ALL R30 F.G.INSUL./ RAFTER/TOP PLATE PLYWOOD sHE THING/ JUNCTIONS TYP. ASPHALT SHINGLES • Ir3 STRAFPIN RIGID WIND WASH BARRIER REQUIRED in AT EXTERIOR EDGE Of E%TERIOR BA t'(.-I HALL TOP PLATE 12 Nw - - IN FIRST TWO JOIST Z U - BATS FROFI GABLE WALL 2x1d5 @ 16'D.G. 2x10'B @ 16'O.C. TYP:EAVES Q O Ly IrB FASCIA/Ix4 SECOND 1TEMBER (n C Ix3 STRAPPING —13R CONTINUOUS VENTING DRIP EDGE Q Q V m in'GYP.BOARD �I 9.T M8 FRIEZE BD.W/BED—1-DING w LU J KITCHEN Ii FOYER TMP pTERIDR WALL EL B N 2.6 E .STUDS @ 24'O.CI - �-= O 6'RI9 F.G.INSUL. PLYWOOD SHEATHING/ I - FINISH FLNR " 9'-O' 4'-O' TYVEK WRAP/W.C.SHINGLES _Z Q z Q OSB SUBFLOOR 11 Q 'RI9 FIBERGL455 INSUL. Q/U N 2-2v10 GIRDER PT 2x10'S @ 16'O.C. 2x10's @ 16'O.L. 2x10'S P 16'ox 111111Q W 4.4 P.T.POST 3-2x10 4-2 TYP.FGJNDATION WALL Q th W J "LV.METAL POST ANCHOR P.T.SILL ANCHORED 2B'O.C. a W 12''501,10 TUBE'PIER TTP. BASEMENT _3R e'x7'-9'CONCRETE #_ I I WT DAF1P PROOF BELOW GRADE w [ - GIR'LALLT COLUFIN— CONTINUOUS FOOTING _ LJ n 3 I/2'CpiCRETE SLAB NOTE: ~O N 6 YI1L V4POR BARRIER 5/e"ANCHOR BOLTS EMBEDDED 7' 12" SPACEDFROMCORNE 28'ORS.C. _ - -.11r' WASHERS 3°x3ex1/4" SHEET 1 6n 2,-6.W 16 24'-0' SECTION "All JOB: FOURNIER SCALE: 1/4' I'-O° REVSED:1/10/13 DRAWN BY: TFR REVI5ED: V27/12 DATE. 9/25/12 N 48'-0' .. .: . 0C 12'-O 9'-3' `V� J U W � o DEC� m e W �Q g ..., U Ic n x MM l e W 4O 17 cr n 00 —JI®IL1 B O r 00 ch I'C^I .� O t - T Q I KITCHEN sTAc •16'0 .c. o %' Z 30 I/b./B'x X 60 7/8' _ OAK OAK OAK R�F. ]F. 'O PULL DOWN n S - L STAIR9_I M Y. OAK - - - . 2B GARAGE TN�^^6 - 5 (4)9 1/4'LV ABOVE FUJW - 1� 4'CONCRETE SLAB 30 Ire'X ET - ----- PITCH TOWARD DOORS 26 a O F3E p M c LIVING ?e CARPeZ OAK O _ N W z3U Z S UP Ei_4n Q O�' J 14'-4° 7'x9'O.N.DOOR Q Q U (L =LLI� O - NASEERROW DETAIL WALL SHEET � 76 F e @ BRACING Z � aZ o Q NOTE: i -6a $ $ In CONTRACTOR TOREFE x x x � I1 TO WFCM 0 X B AND $m o t LL CHECKLIST FOR ADDITIONAL W# . HIGH WIND TECHNIQUES RELATED TO THIS PLAN = tP 4-0' 6'-0° 7-O° 7-0' 6'-0. 4'-0' 2'-6' 9'-0" 2'-6' SHEAR WALL COMPLIANCE: 34'-0" 14'-0' W. 71%OF EACH WALL RUN -0� VERTICAL SHEATHING WITH Bd NAILS 3°EDGE/12' FIELD SHEET (4)16d NAILS PER FT BOTTOM PLATE FIRST FLOOR PLAN L- 249 OF EACH WALL RUN _ VERTICAL SHEATHING WITH SCALE: 1/4' - I'-O' Sd NAILS 3'EDGE/12" FIELD (4)16d NAILS PER FT BOTTOM PLATE JOB: FOURNIER REVISED:1/10/13 DRAWN BY: TFR ' REVISED:9/27/12 DATE: 9/25/12 a a cmoLn - ' Z o 02 N o �VJ J,r,cb - n Q .. U p, x t x m a m Qe �e O w cr -' A OD Qn 2fi C ` Z fi LIN T.V. in O fi -------------- IM M Q 2A 2fi O C 3o I%x 5rr - CO NU SE /O ICE - - O & 1'i N1ub-'D i rt.—J •n 3o vB'x sr -�" .ry TW2446 S' � a 30 W X 57' BEDROOM BEDROOPETM ' CARPET CAR . LLJ O �j KNEE WALL = _ - 0° _ -B° 14'-4' 3-1 Q KNEE WALL KNEE WALL ZZ O U� J_ _ Nam_ 0. W W U O=E J O W L H W V-z O (Y OV O Iq'-p' -(h Q W OW#: N. W =I- O N SHEET SECOND FLOOR PLAN /I SCALE: 1/4' - 1'-O° JOB: FOURNIIER REVISED:I/l0/13 DRAWN BY: TFR REVI SED:9/27/12 DATE: V25/12. I� - - N d IN W-4' 2'-4' - 7 G^ w --------------------------- - - is OD 2-2xro GIRDER I �� w 0 4.4 P.T.POST L ' GALV.METAL POST ' 10''SONO TUBE'PIER TTP. I ¢ '-�.. ` V L I I. b I I O ' I I I I I .Ir W Q 0 cr --_� I I I i_i — ------- ------- — ---1 L --------------- -. W N n --------------------- ------------- , -------------- I 0 y 0 I I I it � 'u•l, ..^^ I "I 46'CONCRETE WALL I W YI y _ 16'x10"CONTINUOUS FOOTING TTP. I v BASEMENT - 1 I I - Ir m W ` VACP ORR�BARRI� I I ' Z a) O• I I Pomr GARAGE I I I a SPLIT 4'CONCRETE SL4B I GIRT I PITCH TOWARD DLVR BI'1 S In V2 S- ' GIRDER EE _J ,12L COLUMN _ I 30^x90k12' ST CONCRETE PAD IS I U O o w u DID i I z 3 u QpLy _, I S e• r-v°GDNc.WALL L_ --J lf1 Q U Z O I 1 O 16'xi0'CONTINUOUS FOOTING TYP. I ___' ___ -- Q Q ,. ________- __ W J _______________ ______ --_-_----_ 0.I = z az p mQ z LLI LL#a 0 14'-0" LLI OL LL f- - FOUNDATION PLAN SCALE: 1/4' NOTE, 5/e" ANCHOR BOLTS SHEET ' EMBEDDED 7' SPACED 28"O.O. I- 12" FROM CORNERS J WASHERS 3'x3'x1/4" JOB: FOURNIER REVISED:1/I0/13 DRAWN BY: TFR DATE: 9/25/12 . _ N U p 4 IA V J r Z 'a o0 QW o J U MMT DESCRIPIION ROOF FRAMING m Q O EICFND HOR TO CORNER 2x6 DIN.TOP PULE Rine x m�(�oOxxwm) 7 cr _ WALL FRAMING W N n (3)FULL MOT.STUDS moKTMRuex"Ws TA MAID) ` P .IACN S1VCb u D _ IY�inn m RA¢ /" NAIL TOP PIATE `�'� FLOOR FRAMING - - - Q,^ ' TO BTM OF NOR a Oa xNMn) YI /2 ROWS OF I6C NAILS - e _. O 3'O.C. CONTINUOUS HEADER c - x n:R¢xAAm1 eula ` eM .-1 . STRULNRAL PANEL HEADER m(sA[e xwml /}y ` W NAILED 84 COMMON O MULTIPLE OPENINGS O 3' c EDGE AMID FELD vum AssT m su (r¢nwm) �4 . ROOF SHEATHING m - zz m IL TRIMMER STUDS RAnexs m I nc S��• ^ - Oue/a•Rm TRIS./e exSE OWmAx[ f m¢�•R]n AAxe m RAI¢�a./snMne6u I � TRIss./m:aR mRoaA 1. A.ma/o RDA 2-5�8"ANCHOR BOLTS II COILING SHEATHING N/3�3'PIATE WASHERS II croalx vAueoAw - T[e¢/IY RDR li WALL SHEATHING TO 2,nc C meE/IY iIDD . 0499n%xAYe P�� - T m¢/lo•�n�i - W FLOOR SHEATHING Z 3 V m xia sums a ewr/I•FAtA _ Q Q e veArzn wu:I s•mre/a'nm Q Q V .. , W _�J i N OW WAL-L DRACINGAT GARAGEDOO OLnw w� ~�N sIHEET JOB: FOURNIER REVISED:1/10/13 DRAWN BT: TFR DATE: R/25/12 , I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel �3 Application # O � Health Division A Date Issued jokpha - 7/I ,$iDcl�ye Application Fee Mo IV Conservation Division Planning Dept. = mo Permit Fee o Date Definitive Plan Approved by Planning Board 2o2.c5 e' Historic - OKH L Preservation/Hyannis f� , .Project Street Address c*195' 10!?�� h"741— G/dGL Lr Village �, h1�' �,�0x�5• �o Owner Address 1 - D-Ax �l� .r�sr- ag6 3� Telephone FoL/o Permit Request 6•c/SU,cy- AL A/c-w �t�iQ�j v7 �?mot C'.goe. �.c�/�- �/ �►�c�i`a� ��- e__r� "fi r-ram. �iaoc� /&uF Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District y1 Flood Plain G Groundwater Overlay Project"Valuation � Construction Type GhGY�D c� Lot Size 29-2 son. Grandfathered: ❑Yes o If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Struct re �E� Historic House: ❑Yes ®O No On Old King's Highway: ❑Yes UIVo Basement Type: ®'Full ❑ Crawl ❑Walkout ❑ Other _ Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft)°:1 Number of Baths: Full: existing new � Half: existing _ new 4F� Number of Bedrooms: existing 3 new Total Room Count (not inc ding baths): existing new 6 First Floor Room Count -.,W i Heat Type and F I: Gas ❑ Oil ❑ Electric ❑ Other � p�' 1-%J Central Air: Yes ❑ No Fireplaces: Existing New �_ Existing wood/coal stove: ❑Yes 111 Detached garage: ❑ existing ❑Pew size_PQol: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ ZZ 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 9'�l'i►/� ��� Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name A&. Telephone Number Address • ®. .. �� License Home Improvement Contractor# Worker's Compensation # �il��G�������� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �Sf/Cruel SIGNATURE DATE ,? i y FOR OFFICIAL USE ONLY APPLICATION# 4 DATE ISSUED i MAP/PARCEL NO. ` ADDRESS VILLAGE _ r r r OWNER DATE OF INSPECTION: FOUNDATION 3 0 /D DS �— �/10s �( 6, i FRAME'r9�1 /a <s ,2.!¢o.le--� MW 6K Ec INSULATION i81X6eQJ6.,y( - c FIREPLACE -` ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ii DDIa 034 DATE CLOSED OUT ASSOCIATION PLAN NO. �. Sward of Sultdinr3 RegulO ions and Stati W s Construction Sunen isur License: CS-005645 «_ BRIAN T DACE ' `. $ PDX X 95 V , CENTER VII?LE MA 2 32 ,yam 3 Expirdlon C°ms issa er 04/19/2014 Unrestrictedf Buildings f any use�grot p which contanl`essthan 35000 cubic feet(99•1.m3�f enclosed space,. Failurg to possess a current edrton of the Massachusetts State wUldrrig..Code i`s-cause for'revocat on of this"lacense For DF5 mcensi'ng n, ormation visit: vvvuw.Mass Goy/.-4PS s�' 41 a Office of Consumer Affairs and usiness Regulation 10 Park Plaza - Suite 5170 ° Boston, Massachusetts 02116 Home Improvement Contractor Registration " Registration: 113786 tom Type: Private Corporation Expiration: 7/16/2013 Tr# 213797 BAYSIDE BUILDING INC BRIAN DACEY '�R PO BOX 95/ 3 BAYBERRY SQ CENTERVILLE, MA 02632 x w � � r .fie ciUpdate Address and return card.Mark reason for change. Address ❑ Renewal ❑ Employment ❑ Lost Card PS-CA1 0 50M-04/04-G1001Q216 Offic of�o9P. License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: ` Registration: ,a113786 Type: Office of Consumer Affairs and Business Regulation Expiration 7/1.6/2013 Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 B IDE BUILDLNG INC BRIAN DACEY T ' PO BOX 95/3 BAYBERRY SQ CENTERVILLE,MA`02632 Undersecretary id with ut signature Department of Industrial Accidents M Office of Investigations 600 tfashington,street Bostan,M4 02111 5Y$v� wm47 mass.gov1dia Workers' Compensation Insurance Affidavit: Builders/Contra.ctors/Electricians/Fgumbers APPUcant Information Please Print Legibly Name (Business/organizationadividual): '_r011`'`S IAIC E Address: . City/State/Zip:6F_A1! V1 101F 020,,7, Phone#: 9 V ' Are you an employer?Check the-ippr6priate bo Type a ro]ect(required): 1.ElI am a employer with 4. I am a general contractor and I 6. ew construction . employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for mein any capacity. workers' comp.insurance. g, ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised!heir 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work' right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t" employees.-[No,9mrkers' 13.0 Other comp.insurance required.] *Any applicant that checks boi#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners who,submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. 1 am art employer that is providing workers'compensation insurance for my employees. Below is the policy and job site informatlam , Insurance Company Name: Policy#or Self-ins.Lic.#: /Q/8� o� Expiration Date: 6� Ab-Z, Job Site Address: 1ja— /fie' LL t/State/Zip: Attach a copy of the workers' compensation policy declaration page(shmiring the policy number an expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition•of.crinvnal penalties of a fine up to$1,500.00 and/or one-year imprisomnent, 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 maybe for%�7arded to the Of ice,of Investigations.of the DIA for insurance coverage verification. I der hereby cer ti under the pains rrd penalties of perjury that the information provided above is true&nd correct. Si atare: Date: f' Z 3 112— Phone#: ��vCJ� �T c/d Official use only. Do not write in this area,to be completed by city or town official. City or Tovim: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/TGNva Clerk 4.Electrical Inspector :5.Plumbing Inspector u. Other Contact Person: phone#: Client#: 15273 2BAYSIDEBU ACORDTM CERTIFICATE OF LIABILITY INSURANCE F DATE(MM/DD/YYYY) 05/16/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling 8r O'Neil PHONE 508 775-1620 FAX 5087781218 A/C No Ext: A/C No Insurance Agency E-MAIL 973 lyannough Rd., PO Box 1990 ADDRESS: Hyannis,MA 02601 INSURER(S)AFFORDING COVERAGE NAIC q INSURER A:Acadia Insurance INSURED Bayside Building,Inc.and INSURER B: Bayside Design 8r Remodeling,Inc. INSURER C PO Box 95 INSURER D: Centerville,MA 02632 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTRR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY A GENERAL LIABILITY CPA007340920 1/01/2012 01101/201 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea RENTED $250 000 CLAIMS-MADE I OCCUR MED EXP(Any one person) $5 OOO PERSONAL&ADV INJURY $1,000 000 X OCP GENERAL AGGREGATE $2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY PROECT D LOC $ J AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident F $ UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ A WORKERS COMPENSATION WCA007340621 1/01/2012 01/01/2013 X WcSTATU- I JOTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN N E.L.EACH ACCIDENT $500 OOO OFFICER/MEMBER EXCLUDED? � N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500 OOO If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town of Barnstable,Building SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE g THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Department ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S96172/M96171 LS1 �3 Bayside Building Subcontractors2012 v 5, 1 1 a`,5 �1 Comments'pi �' t Ii� Contractors Highlighted in Yellow are Most Used enerale>Liabili Workers Com a Y `„ E"�"ar ..� �,g` ", .�- tart � P""-� � �� Sub Gontracto �e; :: "GL:S"tart GL=End ° VVCEnd` Villani Construction Inc 04/12/12 04/12/13 01/08/12 01/08/13 x Christopher Costa,Inc. 08/27/12 08/27/13 02/06/12 02/06/13 Walpole Woodworkers 10/15/12 10/15/13 10/15/12 10/15/13 Botello Lumber,Co.,Inc. 12/31/12 12/31/13 12/01/12 12/01/13 - Davids Building&Remodel Interior Trim Carpen. 01/01/12 01/01/13 06/14/12 06/14/13 MacDonald Concrete Finishing Cellar/garage floors 01/09/12 01/19/13 01/09/12 01/09/13 O'Fihelly,Brian 02/22/12 02/22/13 02/23/12 02/23/13 American Floors Oak floor finishing 03/04/12 03/04/13 DBA-N/A Morse's Masonry Mason Contractor 03/10/12 03/10/13 10/11/12 09/29/13 Meagher Construction(Roofer) Framer 03/13/12 03/13/13 06/23/12 06/23/13 Pro Fence Co.,Inc. Fence 03/26/12 03/26/13 03/26/12 03/26/13 Cape Cod Insulation 04/01/12 04/01/13 06/30/12 06/30/13 Spagnuola,Anthony dba Spags 04/02/12 04/02/13 08/11/12 08/11/13 Jeffrey Lauder Bobcat 12/09/12 04/05/13 DBA-N/A Reliance Air Systems Inc 04/19/12 04/19/13 04/19/12 04/19/13 Foam Insulation Technology 04/21/12 04/21/13 11/04/02 11/04/13 Falmouth Engineering 04/22/12 04/22/13 04/22/12 04/22/13._ Coy's Brook,Inc Landscape 04/24/12 04/24/13 10/01/12 10/01/13 Hill Construction Framer 04/29/12 04/29/13 08/14/12 08/14/13 Carpet Barn Inc 05/01/12 05/01/13 01/01/12 01/01/13 L&M Glass Co,Inc Mirrors,shower doors 05/01/12 05/01/13 05/01/12 05/01/13 Kitchen Concepts of Taunton 05/03/12 05/03/13 06/11/12 06/11/13 - Baltic Security 05/07/12 05/11/13 Exempt from State Creswell Construction(Steve Creswell) 05/19/12 05/19/13 04/19/12 04/19/13 Toby Leary Fine W000dworking Trim Carpentry 05/22/12 05/22/13 01/01/12 01/01/13 Pastore Excavation Inc. Excavation 06/05/12 06/15/13 10/12/12 10/12/13 VMA Electric Pool Installer 06/18/12 06/18/13 06/18/12 06/18/13 Jackson Welding 06/19/12 06/19/13 04/28/12 04/28/13 Govoni Land Services Land clearing 06/22/12 06/22/13 06/22/12 06/22/13 A.F.M.Plumbing 06/24/12 06/24/13 06/24/12 06/24/13 Cape Cod Marble&Granite 07/01/12 07/01/13 08/16/12 08/16/13 ML Riley Construction Framer 07/08/12 07/08/13 07/08/12 07/08/13 Cavanaro Consulting Inc 07/11/12 07/11/13 09/06/12 09/06/13 Reed,Mel Sheetrock 07/21/12 07/21/13 07/21/12 07/21/13 Triple Crown Cabinets&Millwork Framer 07/27/12 07/27/13 12/12/12 12/12/13 Arne Excavating&Paving 07/30/12 07/30/13 05/09/12 05/09/13 Fast Glass Service 08/08/12 08/08/13 04/07/12 04/07/13 Chaves,Robert Electrician 08/13/12 08/13/13 12/17/12 12/17/13 Aluminum Products of Cape Storms,screens,gutters 08/15/12 08/15/13 08/15/12 08/15/13 \\SBS2008\FileServer\aaNICK\AA—Subcontractors Insurance Master 2012 1 4,,;ay"s Building Subcontractors2012 Contractors Highlighted in Yellow are Most Used Gene�r 1 Labilit �. M;Workers Com Comments s Wit;-.' - "� ri. r ... ° � .Pi µi�i:'i ) `3 ub,Contractor r�., a „, GL.Start GLEnd DWG Scarf WC Endue " ,( yam, . - .� .., 6.. .:., ,Y,.,. '�°�µ> i All Cape Environmental 08/16/12 08/16/13 06/01/12 06/01/13 Berube,Craig 08/25/12 08/25/13 Campbell,William Painter 08/26/12 08/26/13 07/13/12 07/13/13 Blueboard Specialists Plastering 08/27/12 08/27/13 03/03/12 03/03/13 A Concrete Answer,Inc. 08/28/12 08/28/13 08/27/12 08/27/13 C&C Commercial Interiors 09/05/12 09/05/13 09/05/12 09/15/13 Scannell Well Drilling 09/12/12 09/12/13 09/20/12 09/20/13 Baxter Nye Engineering&Surveying 08/17/12 09/29/13 08/20/12 08/20/13 Cape Concrete Forms 09/29/12 09/29/13 08/08/12 09/15/13 MAP Insulation Insulation 10/01/12 10/01/13 10/01/12 10/01/13 Northern Sealcoating Driveway Construction 10/01/12 10/01/13 04/01/12 07/14/13 W.Vernon Whiteley Plumbing Heating Plumbing&heating 10/01/12 10/01/13 10/01/12 10/01/13 All Cape Garage Door Garage doors 10/07/12 10/07/13 06/01/12 06/01/13 DP Fucillo Inc 10/20/12 10/20/13 10/23/12 10/23/13 SMJ Carpentry-Steve Johnson Framer 10/26/12 10/26/13 10/26/12 10/26/13 Joyce Landscaping Landscape Contractor 11/15/12 11/15/13 11/15/12 11/15/13 Paramount Rug 11/21/12 11/21/13 06/01/12 06/01/13 Architectural Masonry Services(Bob Oliver) 11/22/12 11/22/13 12/30/12 .12/30/13 Central Vacuum House Central Vacuum Systems 12/01/12 12/01/13 01/01/12 01/01/13 KRC Marble&Granite Tile Installation 12/21/12 12/21/13 02/09/12 02/09/13 BSC Companies 01/01/12 01/01/13 01/01/12 01/01/13 Arede,Antonio(Cornerstone Masonry) 01/19/12 01/19/13 New England Home Technologies 01/22/12 01/22/13 01/22/12 01/22/13 Cape Cod Retractable Shutters 01/24/12 01/24/13 Outback Engineering,Inc. 01/29/12 01/29/13 01/29/12 01/29/13 Wood Floor Specialists 02/03/12 02/03/13 02/03/12 02/03/13 Cape Cod Copper 02/07/12 02/07/13 04/04/12 04/04/13 Bortolotti Construction Fill,loam provider 03/07/12 03/07/13 03/07/12 03/07/13 Meagher Bros.Construction(Decks/Michael) Framer 03/24/12 03/24/13 11/09/12 11/09/13 Pete's Masonry Mason Contractor 04/22/12 04/22/13 04/22/12 04/22/13 DWB Custom Interior Trim 05/11/12 05/11/13 04/03/12 04/03/13 Kitchen Appliance Mart Appliances 08/12/12 08/12/13 Out On A Limb Landscaping 08/14/12 08/14/13 02/28/12 02/28/13 Cape Cod Cabinets 01/01/12 01/01/13 Cornerstone dba Tony Arede 02/01/12 02/01/13 Creswell,Paul 06/03/12 08/29/13 LeClerc Welding Wilcox,Bruce(Framer) 05/25/12 10/28/13 \\SBS2008\FileServer\aaNICK\AA—Subcontractors Insurance Master 2012 2 tioF�KET � T6wn of Barnstable Regulatory Services tEARN '� Thomas F. Geiler,Director Building Division Tom Perry, Building Comrnissioner 200 Main Street, Hyannis,Mk 02601 wTv v.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder I, • / ) �, ��/� - , "is Owner of the subject property hereby authorize to act on my behalf, in all matters relative to.work authorized bythis building permit application for: y (Address of Job) Signature of Owner Date �jR/ll� l /9ACC- y Print Name Q.F0RMS:0WNER 1ERM1SS10N TempParcelEdit Page 1 of 1 Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 053 Street Number: 295 Unit � Dev Lot LOT 53..................... _ Road Name: PHEASANT HILL CIRCLE T/R. l Sec. Road: -F T/R Villlage: 07 COtUIt Part of M/P: MAP 002 PCL 002 .._ ........., Plan Ref: jPLBK 617/69 75 (APP 7 62) Date Added: Updated: UpdvateY. Delete '4. Add Another'a' - I htt-P:Hissgl2/Intranet/Proodata/Temi)ParcelEdit.aspx?ID=Add 1/16/2008 REScheck Software Version 4.4.1 Compliance Certificate Project Title: THE PHEASANT MODEL Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 13% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING,INC. BARNSTABLE,MA Compliance:6.0%Better Than Code Maximum UA:248 Your UA:233 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing UA or or D•• Perimeter • Ceiling 1:Flat Ceiling or Scissor Truss 682 38.0 0.0 20 Ceiling 2:Cathedral Ceiling(no attic) 272 30.0 0.0 9 Total Walls:Wood Frame,24"D.C. 1867 21.0 0.0 88 Window 1:Wood Frame:Double Pane with Low-E 208 0.310 64 Door 1:Solid 42 0.280 12 Door 2:Glass 42 0.310 13 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 826 30.0 0.0 27 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Xta ems' 9 Na -Title Signature Date Project Title:THE PHEASANT MODEL Report date: 10/25/11 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE PHEASANT.rck Page 1 of 4 w. REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Total Walls:Wood Frame,24"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1: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: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Air Sealing and Insulation: ❑ Building envelope air tightness.and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. Project Title: THE PHEASANT MODEL Report date: 10/25/11 Data filename: C:\Users\Fine Line Design 1\Documents\REScheck\THE PHEASANT.rck Page 2 of 4 (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. 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. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. Fi Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Lj 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. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. Lj All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 66.1 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 99.1 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 49.6 cfm(6 cfm per 100 ft2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 33.0 cfm(4 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: I] Heated swimming pools have an on/off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Project Title:THE PHEASANT MODEL Report date: 10/25/11 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE PHEASANT.rck Page 3 of 4 Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: Lj A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title:THE PHEASANT MODEL Report date: 10/25/11 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE PHEASANT.rck Page 4 of 4 2009 IECC Energy Efficiency Certificate Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Window 0.31 0.31 Door 0.28 0.31 Heating System: Cooling System: Water Heater: Name: Date: Comments: H 1 AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' THE PHEASANT MODEL COTUIT MEADOWS Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)................:...................................................................................................110 mph Q WindExposure Category........................................................... ...................:..................................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ...... 2 stories s 2 stories Q Roof Pitch ..........................................................:................(Fig 2)....... ::.........................................12 5 12:12 Mean Roof Height.................................................................. ...I..........16 ft 5 33' 9 .....(Fig 2)....................................... . Building Width,W.................................................... .........(Fig 3).................................................... 24 ft s 80' Building Length, L ....................... .:............(Fig 3)....................................................48 ft 5 80' Q Building Aspect Ratio(L/W).......................................:........(Fig 4)....................................................2 5 3:1 Q Nominal Height of Tallest Opening2........:..................................(Fig 4)............... ...............................6'-8"5 6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Concrete Masonry................. 2.2 ANCHORAGE TO FOUNDATION'.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..........................................(Table 4)........................ ................ 28 in. Q Bolt Spacing from end/joint of plate ...........................(Fig 5).........................................12 in. 5 6"-12" Bolt Embedment-concrete...................................:.....(Fig 5)................................................7 in.>7" Bolt Embedment-masonry..:.....................................:(Fig 5)............................................ in.>_15" N/A Plate Washer................................................................(Fig 5)...............................................>_3"x 3'x'/d' Q 3.1 FLOORS Floor framing member spans checked ................................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension-,.....................:............(Fig 6)......................................... .........9 ft 5 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall...........:.....(Fig 7)..........:................:........................_ft 5 d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.................(Fig 8)...................................................._ft 5 d N/A Floor Bracing at Endwalls............................................:.......(Fig 9).................................................................... Q Floor Sheathing Type .........................................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55)............................3/4 in. Q Floor Sheathing Fastening ...:...........................................(Table 2)............8 d nails at 6 in edge/12 in field 4.1 WALLS Wall Height Loadbearing walls.....................................................::..(Fig 10 and Table 5)...............................8 ft <_ 10, Q Non-Loadbearing walls.........:.......................................(Fig 10 and Table 5).............................18 ft <_20' Wall Stud Spacing .......................:::.......(Fig 10 and Table 5).....................24 in.5 24"o.c. EZ Wall Story Offsets .........................................................(Figs 7&8)............................................—ft 5 d N/A AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls.........................................................(Table 5).........................................2x6-8 ft 0 in. Non-Loadbearing walls.................................................(Table 5).......................................2x6-18 ft 0 in. Gable End Wall Bracing' FullHeight Endwall Studs.............................................(Fig 10).................................................................. Q WSP Attic Floor Length................................................(Fig 11).............................................. ft 2!W/3 N/A Gypsum Ceiling Length(if WSP not used)...................(Fig 11)..............................................26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................................................. N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length .........................................................(Fig 13 and Table 6)........................................8 ft Q Splice Connection(no. of 16d common nails)..............(Table 6)............................................................6 Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)..............................................................3 Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .........................................................(Table 9)...........................................6 ft 0 in.5 11' Q Sill Plate Spans .........................................................(Table 9)...........................................3 ft 0 in. <_11' Q Full Height Studs (no.of studs)....................................(Table 9)............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans..............................................................(Table 9)...........................................9 ft 0 in.5 12' Q Sill Plate Spans............................................................(Table 9)..................................—ft_in. 5 12" N/A Full Height Studs(no. of studs)....................................(Table 9)..............................................................3 1Z Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously' Minimum Building Dimension,W Nominal Height of Tallest Openingz .........................................................................6'-8"5 6'8" Sheathing Type..............................................(note 4)...............................:..........................WSP �( Edge Nail Spacing..........................................(Table 10 or note 4 if less).............................3 in. Field Nail Spacing..........................................(Table 10)....................................................12 in. Shear Connection(no. of 16d common nails)(Table 10)............................................................4 Percent Full-Height Sheathing.......................(Table 10).......................................................71% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest Openingz......................................................................6'-8"5 6'8" SheathingType..............................................(note 4)..........................................................WSP Edge Nail Spacing..........................................(Table 11 or note 4 if less).............................3 in. Field Nail Spacing..........................................(Table 11)....................................................12 in. Q Shear Connection(no. of 16d common nails)(Table 11)............................................................4 �( Percent Full-Height Sheathing.......................(Table 11).......................................................24% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Ratedfor Wind Speed?............................................................:.................................................................. AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool, see BBRS Website) Q Roof Overhang ...................................................(Figure 19)...............2/3 ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 12)...............................................U=236 plf Q Lateral..............................................(Table 12)...............................................L=176 plf Q Shear...............................................(Table 12).................................................S=77 plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)................................T= plf N/A Gable Rake Outlooker.........................................(Figure 20).............. ft s smaller of 2'or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 14)....................... ... ...................U= lb. N/A Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type....................................................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness............................................................................................5/8 in.>_7/16"WSP Q Roof Sheathing Fastening............................................(Table 2)............................................................8d THE PHEASANT MODEL-COTUIT MEADOWS MEETS THIS CHECKLIST IN ITS ENTIRETY,THEREFORE THE NOTE BELOW APPLIES: Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft. shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' %WEN THIS EDGE REM ON FRAMING UW&3 WAILS Arsro.� 11 11 1/ 11 11 1 1 11 11 1 Y a I t 11 11 1 I II 11 1 11 1 11' 11 I 1 11 11 I 11 11 II 3 1 11 I t V I 11 1'l - 1 I[ rl 11 N 1 11 `C 11 Il,r 1 O PI 11 li m it ii a 1 1- 11 t Q r1 i i p 1 Ii b r1 It 1 Z to d it it Q u Ir 11 � 11 11 y1 IJ u 11 � 11 r1 t 11 11 n I u to tI I 11 its 1 PAN�L_ v See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7ao CNIR 5301.2.1.1)' a r � r rL t: i 'd r r ap r{{{ r r ;r r; r r r . STAC� NA0.PAT IFLiN .. PANSL . PAWL EDGE. DOW E NAIL®G6 SPAMG DfiTAL Detall Vertical and Horizontal Nailing for Panel Attachment N SMOKE DETECTORS REVIEWE N ��E4 ►) HARNSTABLE BUILDING DEPT. m.. �. WJo 0 FIRE DEPARTMENT - DATE -j 1� - BOTH SIGNATURES ARE REQUIRED FOR PERMIT7IN � W W O r.. CARBON MONOXIDE ALARMS U MUST BE INSTALLED PER i U X - MASSACHUSETTS BUILDING CODE I�1 4 = EL 001 ®®�® w Z. FRONT ELEVATION m _ SCALE: I/4" - V-O" ca tr) (L O QQU W c:7 rn zOQ ;.. �UU) w Q ILLO#= Lu O134 ♦—JN �J I SHEI L---U - I, REAR ELEVATION SCALE: 1/4" - V-0- .SOB: FOURNIER DRAWN BT• TFR REVISED:9/27/12 DATE: - 9/26/12 N M V 04 �r N Z o r� to W..o Z j n ... w o r In 0 m U LL ❑ m a o .. RIGHT ELEVATION . m O . SCALE: 1/4' _.1'-O' in LEFT ELEVATION }. Z SCALE: 1/4' I'-O' /) cQ IL •HURRICANE CLIP' R3 F.G.INSUL. 2x1& P W O.C. _ - FASTENERS AT ALL _ R30 f.G.INSUL/ RAFTER/TOP PLATE16'O.C. SB'PLTHYJOD SHEATHING/ JUNCTIONS TTP. ASPHALT SHINGLES 1z9 STRAPPIN AT - IND WASH BARRIER REWIRED �, ��y' - / AT EXTERIOR EDGE OF EMERIOR WAL BAT'4-I HALL - TOP PWLATE / m 12 BLOCKING 4'-O'D.D, �12 z (� IN FIRST TWO JOIST 2110'S P 16'O.C. 2x10'S P ib'O.C. BATS FROM GABLE WALL N0 EAVES I Q.Q.� IB FASCIA/V SECOND p EDGE Ln Ix3 STRAPPING II CCNTI=E VENTING GRIP EDGE Q Q U 6TP.BOARD I I 9•T IxB FRIEZE BD.W/BED MOULDING- - KITCHEN FOYER N . i i TrP FlrreRloR wA1_1_ � J 1 i 2x6 EM.STUDS P 24'O.CI I-= Z 6'R19 F.G.IN5UL./ in. PLYWOOD SHEATHING/ I TTVFX WRAP/W.C.SHINGLES Z FINISH FIOLR 9'-0' 4'-O° °3 RI9 F6ERGDIBJv�L+S�IN5UL. 1I (y O In w ' 2-2x10 GIRDER Pi 2x10'S•I6'O.C. 21t0'S P I6'O.C. ?x10S P 16,O.C. (n Q 4x4 P.T.POST 5-2x10 GIRL' 4-2 TTP FgJNDATION WALL 0 11-I w 4.4 P METAL POST ANCHOR 1vI P.T.SILL ANCHORED 2B'O.C. LL#_ _ 12''SONG TUBE'PIER TTP. BASSI I ENT __t3R B'z'!'-9'CONCRETE 0. DAMP PROOF BELOW GRADE W I 3 1/2'LALL7 COLUMNS R-r 10'x16'CCMIWOUS FOOTING aw In u r S 1/2'CONCRETE SLAB NOTE: 6 Mll VAPOR BARRIER 5/0'ANCHOR 5OLT5 12'-0' 1V-0 EMBEDDED 7" SPACED 25"O.C. - ,�. 12" FROM CORNERS of - WA5HER5 3"x3"xl/4' f/SS4EET " SECTION "A" JOB: FOURNIER SCALE: 1/4' - I'-O" DRAWN B7 TfR ' REVISED:9/27/t2 DATE: 9/25/12 of 46'_0• 6'-10' 14'-5' 7'-9' 19'-O° - V O J0. ..., � o L� � z DECK m m - I._I ►� U LL, Sao J LLI cr Is L� TLEH OD ` I _ - t w I2'_6• I m-O' 2110's O y4 w TW24410 � B 1� _ w Ire•x 6o 11 KITC m RdlF, sT— ABOVE - 4 OAK I OAK 2£ O I 2& PULL oowNl _ L - o IS'-4• _ _ - za GARAGE T12— (4)R 1/4'LVL ABODE FLUSH - Ib 4'CONCRETE SLAB .. w W X ST N O PITOI®RD 2A D Zo O LIVING 2fi CARPET LIJ Z z Q � J 2'-0' Q Q U �= g SNARRDETAIL SH WAIPLLEET 5 BRAC NG LU LU O Z Q U (- NOTE: $ $ m v_ $ $ j Q K CONTRACTOR TO REFER 9 x ° x O m W lL TO WFCM 110 X B AND v 1_ Ay X Q 1L#S CHECKLIST FOR ADDITIONAL - T m 0- HIGH WIND TECHNIQUES r $ $ ,� A LQ RELATED TO THIS PLAN S O In J 4:_O" 1:_01 7'_0' 7:_0a bi_Oo 4'_O• 2'_b• 1._0.. SHEAR WALL COMPLIANCE: ml-O" W- 71%OF EACH WALL RUN 46'_Ou VERTICAL SHEATHING WITH Bd NAILS 3" EDGE/12" FIELD SWEET (4)1bd NAILS PER FT BOTTOM PLATE FIR5T FLOOR PLAN L� 24%OF EACH WALL RUN SCALE: I/4" a 1'-0" VERTICAL SHEATHING WITH - ed NAILS 3" EDGE/12" FIELD (4)16d NAILS PER FT BOTTOM PLATE JOB: FOURNIER 'DRAWN BY: TFR REVIBED q/2T/12 DATE: 9/25/I2 ' ri 0 . . Z o J ,may o Z O y'o• Q W !U ID'-B. - I8'-4.. _ W-0. ' - _ w V f✓ Q 11 17 Y.1 m n C] o - ® 2fi a N 6'-1. 2-8 W 2 2fi- _ ,� 4 0 2fi WN M fi IM cq a. 2fi 2fi 2fi 2fi TW2446 X 57') - - TW2446 O 30 1/B' 67 - ACGE55 TW2446 _ wI/W xsr SEDROOf1 BEDROOM CARPET - —WET O N W Z 14'-4° KNEE WALL KNEE WALL wLL w ate= L W Z Q lyIJN ZO 14'-0' Q fTl W W , #= N w a �QT SNEET SECOND FLOOR PLAN f� SCALE+ 1/4° . I'-W A JOBl FOURNIER _ DRAWN B7t TFR REVISED:9/27/12 DATE: 9/25/12 4B D co 34'-O° 14'-0' O V-4' 2'-4- Z CQC O ZOD --------------------------- > I -- --- .� O z_ la�IRn L N I 4x4 P.T.PORT GALV.t1ETAL P T ANCHOR Z' y j Id'SONG TUBE'PIER TYP. Q 16'BILCO I t o Wy o IBULIWEADI I- a V I ---Iarl I I N Ir--------------------- -------------i r----------.---7 I I I I O o I u I I I I U� I ° s _ n p .. I I °°46'CONCRETE WALL I I I BASEMENT ® F I 16'xi0°CONTINUOUS FOOTING TTP. I i Q1 {y] I ' ® CONCRETE sLAe - I I I /I wm Z VAPOR BARRIER O I 5-11• 5 11° 3 6° 3 5' 6'-B' 7'-3° I I I W �n a I I GARAGE I I m - POINT SPLIT - I 4'CONCRETE SLAB I O ' I � LOAD GIRT I ..PITCH TOWARD DOOR I . O 3-2x10 GIRDER —J I 9 NW112'DIA.SCONCRETE PAD I I U n I b 0 ®h—� --I - I DR DOHORL 10' I I z 3 V 1641dX CONTINUOUY FWfING TYP- I L--------- -- J I Q W v. Q o W J J v I —L"—'-------------- -- ----------- — — J I 1 =0-�=J Z — w J!- g zOQ Q--— SUN L1 OLoLL#w (3 40'-0' Lo = N FOUNDATION PLAN SCALE: 1/4' • I'-O" - NOTE. SHEET _ 5/8"ANCHOR BOLTS - SPACED 7° T }� SPACED 28°O.C. 12" FROM CORNERS WASHERS 3"x3'.1/4° " JOB: FOVRNIER ' DRAWN BY. TFR � DATE. M25/12 " N Cl) LD UN O t. Iee000l o J ob r.� W O Q •-, U LL JOINT DESCRIPTION - 5 LLI 0 ' ROOF FRAMING m Q O ' DTND HDR TO CORNER ?xe OBL TOP PLATE ' xu�a m nwm(om x�... - (�7� ^ . WALL FRAMING - `+ (3)FULL HGT.MOS _ (FA¢nram) aT - U`) wn JACK STUD NAIL TOP PuIE `�'� FLOOR FRAMINGaa ) � a Q TD BTM OF HDR Aa xram) "(/) 83 W/2 ROWS OF I64 NA25 Vim( x ) - ewa _ O Y O.C. ammN 1EOK xum7 ua mnu ((J a STRUCTURAL PANEL HEADER CONTINUOUS HEADER O Y O.C. Dx MTwm m eFAx(*xF)xnnm) [" NAMED!b COMMON -D—1 EDGE AND FiEl1D O MULitPLE OPEIIINGS ——m sot ROOF SHEATHING m A x m M IL o0R TRIMMER silos a t[R.e Ta ffi�ae�aD am u�ac i .-ext/e'rmn _ - Txus./tmxwr auwa ma/.'Fmn - 2-5,B'ANCHOR BOLTS it CEILING SHEATHING w/3 x3'PLATE WASHERS I wwg�n _ r mrs/iP inn - 'I jl WALL WALL SHEATHING vA®w To o.nc e•matt rmn _ FLOOR SHEATHING asx vw.Aa rman m N (Y ' o FA1fA Txw f a male F6m Q Q v W t1J J ��J q NA OW WALL BRACIN AT A A-E DOOR (L[-a J I SCALE=N.T.S. (Y j� Q W z W K N p OLow (L#� W 1 _ - - N /fSSWEEETTT JOB. FOURNIER DRAWN BY, TFR DATE= 9/25/i2 i Depa erst of In ustrid Accidents p1` of lizvestigatia�ns 160 Washington,street astay;MA 02111 d S�mv wmv m.akssg ovIdia Workers' Compensation Insurance Affidavit: Brfd'rs/Centractor"s/EFectlieians/Flumbers AppUeant Information I Please Print Le Dame (Business/Organization/Individual): IV5'1P a_N-_P/X/S I Address: l ! City/State/Zip: Vr Vi 10 I Phone Are you an employer?Check the-appropriate b9 Type of roject(required): 1.❑ I am a employer with 4. Tam a general contractor and I 6 employees(full and/or part-time).* ve hired the sub-contractors 2.❑ I art a sole proprietor or partner- listed on the attached sheet em ship and have no employees These sub-contractors have O[ D'emolition working for me in any capacity. workers' comp.insurance. . 9• ❑Building addition [No workers' comp.insurance 5. ❑ Wa are a corporation and its required] officers have exercised their 10.❑Electrical repairs or additions 3.El I ain a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself [No workers' comp., c: 152; 1§ (4),and we have no 12.❑ Roof repairs ilMlance required]t employees.-[No workers' comp.insurance required.] 13:❑ Other *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners who.submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sbeet showing the name of the sub-contrabtors and their workers'cornp.policy information. alTTZ dut employer that is providing workers'eampensa don insu a ace for Fey employees_ Below is the policy arlid job site in.forFa�r�tior�. ' Insurance Company Name:. i Policy#or Self-ins.Lie.#:-_ ' ./- _ C Expiration Date: .6.1161119 . Sob SiteAddiess:� J _ / 4 �ty/State/Zip: �G� Attach a copy of the workers' compensation policy declaration gage(shovi ng the policy number anal expiration date). Failure to secure coverage as required under Section k5A of MGL c. 152 can lead to the imposition-of.criminal pienalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day.abaihst the violator: 13e advissed that-a copy of this statement maybe forwarded to.the Office of Investigations.of the DIA for insurance coverage eerification. I do hereby certify under the ah peyrah es ofpeijuYy that the information provided rbo we&nd correct. si ature: Date: Phone#: Qjfacial use anly. Do not wr ire in this area,to be completed by city or town of-crej City€ar'I`e%m: Permit/License n Issuing Authority (eir cie one): 1.Board of Realth 2.Buildtno,Depal;tna lzt 3. C ty/Toma Clerk 4.Electrical Inspector s.P'lumbingInspector 6.Other Cant.6t Person:: Phone#: MA oba' Commonwealth of Massachusetts /I4)13 Lof 053 �dlf� Do? ztc: t #BN 3 m Estimated Job Cost: $ Cj,b00 Permit Fee: $ Plans Submitted: YES NO VTOWN OF BARNP A L�wed: YES NO ✓ Business License# [V) Applicant License# 7 / Business Information: Property Owner/Job Location Information: . Name: - Vern Otrl Oh I'�e (`c , Name: rcu cn I d Street: D V I I I �, L"OHAJ Street: (�q 5 llhea � �l City/Town: City/Town: Telephone: 5 D� .9y 5._- I 100 Telephone: l Photo I.D. required/Copy of Photo I.D. attached: YES . NO XZ4 Staf Inifial ' J-1 /M-1-unrestricted license J-2 /M-2-restricted fo.dwellings 3-stories or less and commercial up ,to 10000 s . ft./2-stories or less q Residential: 1-2 family Multi-family . Condo/•Townhouses Other Commercial: Office - Retail Industrial Educational Institutional ,Other _Square Footage: under 10,000 sq.ft. V over 10,000 sq. ft. Number of Stories: Sheet metal wor to be completed: New Work:' �/ Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chiriiney/Vents Air Balancing Provide detailed description of work to be done: zone off' hazes- o INSURANCE COVERAGE: I have a current liabilitv insurance policy or its equivalent which meets the requirements of M.G.L. Ch.112 Yes No❑ If you have checked Yes,indicate the type of coverage by checking the appropriate box below: A liability insurance policy Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owners Agent By checking this box❑,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Progress Inspections r Date Comments Y Final Inspection - Date -Comments- Type of License: By ,� Master, A A Title 4 Master-Restricted _/� City/Town ❑Journe erson YP see Signature of Licensee 9 Permit# ❑Journeyperson-Restricted License Number_ Fee$ ❑ s I Check atwwrt�j.ma s gov/d p Inspector Signature of Permit Approval :%cottriloo iWEA.LTH OF ViASSACHUSETT.S r x SHEET METAL WORKERS AS A.BUSiNESS .: ISSUES THE f BOVE LICENSE TO . ERIC T. WHITELE.Y I W VERNONWHITELEY'-PLBG 'AND HT C 28`. VILLAGE LANDING #'0 'B0).• 1266 VV CHATHAM �MA 0266.9 0`DflrJ11� s 36'fl 3 2122/12 97:00�2 m COPJlMON HEALTH OF MASSACHUSETTS .. - .. . . ;. . . . 1. ' SHEET-METAL WORKERS AS A MASTER-UNRESTRICTED ISSUES THE ABOVE LICENSE TO: ERIC T •WHITELEY PO 'BOX 248 ��- WEST .CHAT.H;AM{ _ MAt 02669-0248 2967 02/28/14 119423 _ ,. n ... y•,L a �E�t•1- E c <�S`---� f• ® :� - - 9y . r =o[ri;Then Detach Alone All?e loation= r � FU Z. ,L�ft • �rflJIS3..��ES"fi1° ;���i 111�. 5 !� i�„N'� 1 .. 7 � rx ,? W CHATiHgM(MAC• �/� � � ' —r ,� .�i�`s �� 1, ... • r I�=A2669_ J 6i r IJ i f•�x`" '%ur I; '`� r����' _ _ + - LI.If',, r To of Bar nstable Regulatory Services LA.RNCLABLE, - - v MASS. � � Thomas F. Geiler,Director Building Division Tom Perry, Building Commissioner' 200 Main Strcet, Hyannis, MA 02601 wwpv.town.b ariastab l e.ma.us Officc: S08-962-4038 Fay: 509-790-6230 Property Qwne r Must Complete and Sign This Section ff Us iag A Build I'. zs Owner of the subject.pronerty berzby authorize to act on m b } Yeh--f, ia z11 m2 ters_rzlztivE to work authorized by tLs b u;rung appl cation for. Al) 3Ue (Address of Job) Signature of Owner Date Print Name L ' If property Owner is applying.orper nit please complete the Homeowners. License Exemption Form on the reverse side. Q:FO RMS:O WNERP ERMIS5101�' +. The Commonwealth of Massachusetts - - Department of Industrial Accidents. Office of Investigations. 600 Washington Street , Boston,MA 02111 www mass gov/dia , j -Workers' Compensation Insurance'Affidavit:`Builders/Contractors/Electricians/Plumbers- Applicant Information Please Print Legibly n Name (Business/Organization/Individual): Address: �k v 11 Pr (`A n t1 n 5 Po City/State/Zip: Lut S C,•H F,4 1 e,r» Phone#: (�o�) 9 y - )) a Are you an employer? Check the appropriate box:" Type of project(required): 1.4 I am a employer with 4 9 4. ❑ I am a general contractor and I have hired the sub-contractors 6. ❑New construction employees(full and/or part-time).* :1/` 2.❑ I am a sole proprietor or partner- listed on the attached sheet.. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition ,working for me in any capacity. employees and have workers' [No workers' comp.insurance comp.insurance.-' 9. ❑Building addition required.] '5. ❑ We are a corporation and its 10.❑Electrical repairs or additions , 3.❑ 1 am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]' c�152, §,1(4),and we have no employees. [No workers' 13:❑ Other clomp. insurance required.] *Any applicant that checks box#!1 must also fill out the section below showing then workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. if the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that isproviding workers"compensation insurance for my,employees. Below is thepolicy and job site information. Insurance Company Name: !-w tit f s 7 C nJ�,��n L,� Policy#or Self-ins.Lic.#: IJJ c-c— Z 11 - o'o 3 O ) Expiration Date: Job Site Address: V A k i o u s City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a'copy of this statement may be forwarded to the Office of Investigations of the DIA for insuran coverage verification. ' I do hereby certify under p ;ae, o perjury that the information provided above.is true and correct Signature- Date: /d y / Phone#: G g) 9 — ./1 0 0 Official use only. Do not write in this area,to be mpleted by city or town official. . ' Citv or Town: ermit/License# Issuing Authority(circle one): 1.Board of Health 2.Building,Department.3.City/fowwclerk•:4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: s U Client#:48736 VERNWHI ACORD., CERTIFICATE OF LIABILITY INSURANCE [DATE(MM,DD YYYY)0/0112012 i THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES i BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED ! REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies.may require an endorsement.A statement on this certificate does not confer rights to the I certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Karen A.Walther, CISR Rogers&Gray Ins. AIC,NN,Exf:508-760-4630 ac No: 877-81612156 434 Route 134 E-MAIL South Dennis, MA 02660-1601 ADDRESS: kwalther@rogersgray.com- INSURER(S)AFFORDING COVERAGE -NAIC# 508 398-7980 INSURER A:Arbella Mutual Insurance Compan 17000 INSURED Wausau Underwriters Ins.Compan W.Vernon Whiteley Plumbing & Heating INsuRERB: INSURER C:Arbella Protection Co 17000 Company, Inc. & Chatham Sheetmetal,Inc INSURER D P. O. Box 1266 INSURER E: - - West Chatham, MA 02669-1266 _ INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE'POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY-THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLISUBR; POLICY EFF POLICY EXP LTR TYPE OF INSURANCE IINSR IWVD' POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS A GENERAL LIABILITY 8500052832 10/01/2012 10/01/20131 EACH OCCURRENCE S1,000,000 X COMMERCIAL GENERAL LIABILITY - DAM EE TO RENTED PREMISES(Ea occurrence S 300,000 CLAIMS-MADE 1_X I-0CCUR - MED EXP(Any one person) s15,000 PERSONAL&ADV INJURY S 1,000,000 GENERAL AGGREGATE 52,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: *X (PRODUCTS-COMP/OPAGG I52,000,000 POLICY I ^I JEC n LOC I S AUTOMOBILE LIABILITY I 11020006346 10/01/2012 10/0112013,CfEa OMBINED SINGLE LIMIT 1,000,000 accident) S ANY AUTO I BODILY INJURY(Per person) S ALL OWNED X SCHEDULED 'BODILY INJURY(Per accident) 5 AUTOS AUTOS X HIRED AUTOS X NON-OWNED - PROPERTY DAMAGE 15 AUTOS I (Per accid ent) S A X UMBRELLA LIAB OCCUR ' I 4600052833 10/01/2012 10/01/2013 EACH OCCURRENCE 54 000,000 EXCESS LIAR CLAIMS-MADE AGGREGATE s4,000,000 DED I X RETENTION SO - 5 B WORKERS COMPENSATION WCCZ11260053011 10/01/2012 10/01/2013'X IW STATU- �OTH AND EMPLOYERS'LIABILITY YI N - FIR ANY PROPRIETOR/PARTNER/EXECUTIVE NJ - E.L.EACH ACCIDENT. s500,000 OFFICER/MEMBER EXCLUDED? L_J N/A (Mandatory in NH) E.L. E.L.DISEASE'-EA EMPLOYEE s500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Plumbing, Heating, HVAC service& installation. CERTIFICATE HOLDER CANCELLATION Town Of Barnstable THE ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED•IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 - .- AUTHORIZED REPRESENTATIVE ©198 -2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S88017/M87928 TLH TempParcelEdit Page 1 of 1 n Y s F A Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parice I Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 053 Street Number: 295 i Unit Dev Lot: LOT 53 l.....,.. .. _ _.......,J Road Name: JPHEASANT HILL CIRCLE T/R Sec. Road: _ .. . _,. .._.... _,,,......_._.. ..,,,w._.............� _. �.. T/R Villlage: 07 Cotult Part of M/P: MAP 002 PCL 002 .._ _.._. _._._. rv._. �.,... _. ... Plan Ref: jPLBK 617/69 75 (APP 7-62) Date Added: ..... . Updated: .... n9\ �U�pda Delete Add Ano�tr: http:Hissgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 aqP- DUct Leakage Test Form 41�44 cr.Ii[afa magi rl' Test QQdlttAne: , 1Q11rao: Baysido.Budding Date: 11/9/20.12 Addras: 1695 Falmouth road Bwyberry square Tinca -- City: CentervUe ----•.� BtAtt/Zips haloorTo Wwaturc M. .,�,�.._. Outdoor T=ipaualpre M; Phony 508)•771.1040 Moor.Am&(fe): r Emafl: 9yatean Airflow(afln): Cooling Slag(tone): 3 tladln Addre®6:fiPGltXer�nt�omRlx�rel Heatlag3lzo(btv): o7600 Street: 2.95 pheasant hill circle Primary Loot;t�►plyDuotatiao sdou;of 'JijascmcraC Clty/Stete: otult a. pVLMAry Loondon of AetUrnihyyotvrork: Basement �octx�nngnty: �' System located In lleecment on two ranee 01 first floor 02 second floor.Second floor fod by doors In fnterfor and"poor walls XII coons one o nbi and dears+sea volt t M 5•m mastic tap�or enuk AU duct wor in conatuone�i spaces ua+u " 74th NO TM ficed GuIR 7—cMun any v cwIuMutea with r• o -faced tneu n stem to or tough"A0,1of install. o`ALeQLig.e7,:cst Daprm ?redo Ootsada�.eal�a�e�'rp D"o Press Test 3?mwwc,. 08), Test Noosare: -(PA) Baseline Duct I-MM(optional) ca) ,Duct Plow Mug Via Frees Now 'Duct lrlorr1ting Iranpreal pYtlM irese. Pa nstalled �(+a � ct1� e, a to led a cim x Yen ModeUBN: uut . Tau Modul&'A.__..__ OuSaide.L.eabegs(cBnJ: Outside Leekege as% System AKow, 6 Outside Latkago ss% Tow Leakage(dn): 82 Flout Moe: ?o tat L &%e a% 9ystt�A,iefiow: , 'fotnl as Mc Whiteley FIOOCAtea: ~ d• W.V N N e8cll�wwhlt gyovm INC. �I 20 VIUve banding MMOING•HEATING RQ uou txlfll ° . AIR CONDMONING W.Guthan MAQ2069 SIACE I952 r90e.9,5.t100 p'9t18.9499y1D - www.nrwAkNer�aom , Foundation Certification in Barnstab.1e, Cotuit, Ma. , 02635 Location: Lot 53 — 295 Pheasant Hill Circle Subdivision of Barnstable Assessors Map: 002 Parcel: 02 Baxter. Nye Engineering & Surveying Flood Zone C .® FIRM Community Panel Number No. 025551 0021 D OWNER: Cotuit Equitable Housing, LLC 0 Deed Book 21804 Page 41 Registered Professional OPEN SPACE. Cotuit Meadows Homeowner's Association, Inc. ® Deed Engineers and Land Surveyors Book 23161 Page 59 7B North Street, 3rd Floor Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Page 158 Hyannis, MA 02601 Minor Modification No. 1 ® Deed Book 22249 Page 282 Phone.- (508) 771-7502 Fox -_(508)-771-7622 Job Number. 2005-214 Scale 1" = 20' 10' 11-2012 Rµ mm CL CL. LOT 54 N ;?.2.0E 40 b W 26 V 2' 0 5.0� 3 4.0, N a O a _ - LOT 53 2 rF --89772 S F ° HOU 0.20 ACRES 4129g 01 ,,, , N >7' R cd Co 0 a,, 40, 22 0' A EXISTING FOUNDATION io T.O.F.=54.0 LOCATION DATE: 10/09/12 OPEN SPACE rn/M • co N S 103 2' 0.44 43 f - LOT 52 � o -`. :a rz i .,0 I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN 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 Ax / j :rs \ ' SPECIAL FLOOD HAZARD AREA. ` ..� ,-- a THIS PLAN IS 0 BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. 7" REGISTERED PRO fONAL L ND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE 10 -i1 -► 0:\2005\2005-214\CIVIL\DESIGN\2005-214PBLOTS.dwg, 10/11/2012 10:19:15 AM, 1:1, MTM GENERAL NOTES: . LOCUS PROPERTY IS SHOWN AS: ASSESSORS MAP 002 PARCEL 02 SMH #15 2. SETBACKS: FRONT = 20'. y , INV IN/ REAR = 10 SIDE i 47.33 [ 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION CONSTRUCTION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, y AREA OF MINIMAL. FLOODING. 5. ENVIRONMENTAL NOTES: y SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL. ENVIRONMENTAL M w / CONCERN). 00 y w SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE Q WILDLIFE F NHESP MAP OCTOBER Z �`� / HABITATS OF RARE WILDLIFE' FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CUR 10).' y SITE DOES NOT CONTAIN A CERTIFIED S / MAP OCTOBER 1, 2008 'CCFJM L NHESP ED VERNAL POOLS.' �y • SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1. 2008/ - UNDER THE M CHUUS ATS OF RARE CIESO FOR SPECIES SETTS ENDANGERED SPECIES ACT y / 3 REGULATIONS (321 CMR 10) y SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER RECHARGE PROTECTION AREA CONSTRUCTION NOTES: 4or" ' / _ N CONSTRUCTION NOTES ON SHEET C-2 FROM THE o � 52 52 1. ALL GENERAL i P VIDE (1) 6' 52DIA x DEEP SUBDIVISION CONSTRUCTION PLANS FOR COTUff MEADOWS, DATED / y x \ 5y W 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. T 54 LNG BASIN / 1 ZONE' �, 51.75 URR-0UND1NQ (OR MATE 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM 1r 51.0 N rvALENT vz>zUNI 789 THE SUBDIVISION CONSTRUCTION PLANS FOR COTUff MEADOWS, +4, v ! 51.5 101.o8�so� w DOVMSPOU o R ING DATED 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. 3. SEWER BUILDING CONNECTIONS: / y N / so.s 8 BASIN - MIN. COVER SHALL BE 3 FT. r T 3I / _ 3.0. \ / _ - / '1 3 52. i - _ - - _ - SET CLFANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES AS REQUIRED BY BARNSTABL.E DPW. 47 51.50 .0 (4/ - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.3 h / = 52.0 \\ S INV.-44.87 y / N% ; /CLEW�N , S I�Nv.-4s.00p y ` OUT g4. , po N :._..,. ....:,..... y 51.1 ! R ?t8 4' 51.5 r� �{A 12- • CURB �OIQ SEo ? x DEEP RAIN, Cotuit Meadows Subdivision STOP , XY v 5�o a OT 53 \\ GARDEN DSTORAGE) Cotult-Barnstable, Massachusetts y i Gr �e 8,7 2 S. .f \ f3 TOP-49.0/ \ � • ^~ BOTTOM-48.0 \ PREPARED FOR y CURB ej m 0.20 SAC ES m 3r STOP 52.5 51•5 x bo~' OPEN SPACE COTUIT EQUITABLE HOUSING, LLC y A 51 52.o .s P. 0. Box 95 52 51.0 11 Centemille, NIA 02632 / 3 LOT 52 _ 51.5 r T1Tl,E W y s 7143?1 x 51.0 rr' Site Plan x / VEGETATED 12' DEEP Lot 53 . 295 Pheasant Hill Circle y 50'S RAIN GARDEN (125 i 3 x C.F. STORAGE) y \ BOTTOM°s.0 BARTER ENGIlNEERIlNG & SURVEYING / Registered Professional Engineers and Land Surveyors ofq y 78 North Street, 3rd Floor,Hyannis,MA 02601 �o� S yes / Phone- (508)771-7502 Fax-(508)771-7622 iViL o. 6345 20 0 20 40 �G,S T eR``��``� y sS/OVAL / SCALE IN FEET 7,( _20CL y / / 3 SCALE. 1" = 20' DATE: 09-26-12 REV. DATE. REMARKS y o / Lot' 53 3� S SMH #14 DRAWING NUMBER / INV IN -42.41 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214