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Home My WebLink About0011 DOVETAIL LANE Town of Barnstable Building Department - 200 Main Street ASTABLE. * Hyannis, MA 02601 9 MASS Fo9. A. (508) 862-4038 a Certificate of Occupancy Application Number: 201402119 CO Number: 20140112 Parcel ID: 002002123 CO Issue Date: 08120114 . Location: 11 DOVETAIL LANE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE-OF OCCUPANCY RES Comments: - Building Department Signature Date Signed _ TOWN OF BARNSTABLE Bull,.ding 201 .402119BARNSTABLE, * Issue Date: 04/17/14 9 t .,,. ,- MASS. �p i639• Applicant: BAYSIDE BUILDING INC Permit Number: B 20140855 Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: :10/15/14 Location .11 DOVETAIL LANE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002123 Permit Fee$ 510.00 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 100,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A 3 BEDROM,2 BATH CAPE STYLE HOME WITH AN THIS CARD MUST BE KEPT POSTED UNTIL FINAL ATTACHED 1 CAR 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: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT,TO OCCUPYANY STREET,ALLEY.OR SIDEWALK OR ANY PART.THEREOF;EITHER T V ORARILY E T .;•ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMIT76 UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.,STREET OR ALLEY,GRADES AS WELL AS DEPTH AND.LOCATION OF PUBLIC SEWER&MAY BE O9`PAINE6'ER6M THE�OEPARTMENT OF i'UBLIC WORKS.'THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE'THE APPLICANT FROivITHE CONDITIONS OF ANY APPLICABLE SUBDNISION RESTRICTIONS MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL:BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.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 CONTRA CTORS DO NOT HAVE ACCESS TO GUARANTY FUND(asset forth in MGL c.142A). f , !101 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS ��I� ® ��Z1�►� d' I�vLJat* Ol` G 3 1 Heating Inspection Approvals Engineering Dept Fire I ept / C 2 ,'v� A dp rd p Heal h „; .. F. r � ,- � �. ,.'� . � �� C �:. � . . �.. F�. . � � - a�. _ i; �. � .. .. •.}'. ., l � � _� � � .. `' t i ,' 1 F ' ti� � i, �� .. :t � ` � � .. �s” t .i. � �: .i.. � -.�. / i .,# :�4 _ _ _ _ - _ = _ = Li U SMOKE DETECTORS REVIEWED ®®®® ♦►AA � po • v! W 1� _ yIUJY-DATE REAR ELEVATION , f ° Z E :'BUILDING DEPT. SCALE: 114° V-0° m O FIRE DEPARTMENT DATE - - - - - - -- - m m L B01 H SIGNATURES ARE REQUI:FD FAR PEFGflMNG - - - _ - ._. ......_ _._ - ..::.-.:. - : _ - N . _. wo Z _ ,! W - p a w:�: ® rm �H REAR ELEVATION l—1 - 'SCALE: 1/4 I'-0° ' .' '. .. �., ... .. �.. •. JOB: 1403 ., s 12 12 A (A ob RIGHT ELEVATION 4 Z - - SCALE: 1/4' I'-O" - Q ... -- LLI 5 W E F 9 Q. LU LLI " 1 sueEr LEFT ELEVATION .. SCALE:.1/4' a 1'-p" - - - A2' - DRAWN BY: KW - ' DATE+ 3/19/14 - ............... --5 7 '-.' 7'-1' • PT > _ - - _ - ` FAN ib 9rt �y W i1TE r- o - U 9 - KITCHEN BATIl_ . O - TILE II DININGP § LE �OI .. - Op m TlL O Wa - .. cl rTR 1 S 1P711 L—J q REF. __fj i o 244D112E50 f GARAGE MT - F - Ifi s +w o eb . t i 32'z60° CONCRETE 5LAB UP.',-�..n�. ———__———— 4z4 4z1. 1-'•-., g UP - ■ */� 'PrO TONARD DOORS I «. - _ IPSP PST; 2Q �2 O _ �•� '2 I I tV I- -G OFFIGE/BEDROOM - _ ' CARPET uRPEr _ 13'-7 1/4' 1 i 2'-4' 10'-5 3/4° y _ IL 3 •.-UP 9k T O.N. DOOR om 244 2550 - ...._ ._.._. _. ..._. -,. v ,.. N 3 w O Sg3S a�ul Z uj 2'_6. q'-pa - 2'-0' 4:-3. n 4'-6• n 4i_3. 3'-4° 17'-0' FIRST FLOOR PLAN - .SCALE: I/4' a 1'-0. - - SHEET DRAWN BT:.Idi • 3 "MEN C - • - �_� . o - BTILE. - m. ` � 5 • _ _ —— —— —————_— F � ■ R-.. PST - PST-PST` ^ UP - - - - 2 II BEDROOM tt2 2II F : CARPET 244 i - - - I F — Irv•^- < 3s•.64. --- a O 4 2'-4' 10'S 1/4' - a I it m - _ — ` - WL - -- - . N wo q wp. o -A w LU - 4'-3' 4'-6' 4'-3' 3'-9' 9'-O' 4'-3•. - - Y�. � - SECOND.FLOOR PLAN , . SCALE:-1/4' SHEET A4 DATE: 3/I9/14 4 0 30 0 12'_0' 9:_0. V-2' 2:_0" .2-2x10 GIRDER- IRDER / 4.4 P.T.POST _ GALV.METAL POST ANCHOR - - - - . 1Y ECHO TORE'PIER TTP. Xi — y �• _ OOUBLE RIM JOIST _ IEAD Of -- _ - - P.T.YIN•16'OC. i IIB'EXT - .METAL JOIST HANGERS BOTH PND9 I - P.T.LEDGER BD. r 11 3 10' 11 r - IAA FASTENED W/(2)5/6 LAG BOLTS 16 O.C. - TO——————————————— ——ILLa— I -------.— 1 - U IC NOTE BOLTS - I ' . EMBEDDED r I I SPACED 32'O.G. Vs, 12 FROM CORNERS WASHERS 3 ,I 1.1-1 CONTINUOUs FOOTING 1 BASEMENT I I' • - CONCRETE SLAB e M I-' VVAPOR RETARDER 2 '.I BASEME W NT __ F\� ��\ _ S coNCRETe SLAB I en I�\��S<1 Imo.\ \' \\\\i I\\\\�'I Bn ♦/� Q L 1 W DROP 10' • I l ,I 4- I L-- ----- --- T COAO'CONTiN-5 FOOTING 1 I — -------- 37 ,8.. 44 P.T.P T A .<• W 0 0 METAL POST ANCWM 10""SONO TUBE'PIER W/ FOOT'FOOTING.TTP. �'LI Q - W W I O' Y 44o' _ ' _ 1-O U FOUNDATION PLAN SCALE: 1/4' 1'-0" - - - - SHEET .. ..JOB: '1403 DRAWN BT: ICYI ° _ t • N - 7 f� - _ _ 2aae•Ic•o.c. R5B F.G.5/B',PLYWOOD SHEATHING/ WASH BARRIER REd11RED - R IGID WIND .ASPHALT SHINGLES _ ERIOR - - EMERIOR ECG E OF EKT AT .• - O I FASTENERS AT OAT_ � '� _ 2:IBa'i K O.C. f RAFTER/TOP P t _ O 12 JUNCTWNS TTP. If STRAPPING _• ■■■ In-GYPBOARD \ \ 12 O ..I.O FASCIA/Ir4 SECOND MEMBER Q ~ CONTINUOUS VENTING SOFFIT \ \ FRIEZE BD.W/BED MOULDING Q \. T-rP EXTERIOR wdl: - D 12 / `9 \ G EXT.STUDS•ib'O-Cl \ 2r w G.IN V 6 : • R2 \ V2'PLTwWD SHEATHING/ , _I eb P T W.C.SHINGLES TTVIX WRA/ •.. - (2)2°B BOK BEAM 2r10e i IG'D.C. W - - IN FIRST TWO JOIST AND RAFTER O' PT 4r4 POST W/ - Bd.Ts FRDM GABLE wALL - - m - - 51MP50N POST CAP i P RISERS a AND FYJST BASE m W 2•Be 9 2x1O GIRT S in,LALLY COLUMN - - - . ` P.T.SILL ANCHORED 52'O.C. 64T'-9'CONCRETE . LI_J - - y P PROOF BELOIN G�E 6°CONTINUOUS FOOTING. . G 111-VAPOR BARRIER ;: •. ZZ- .J r Z w to O z3-o w W GROSS SECTION ,. U - SCALE: I/4° a I:_p•. - - SWEET .. - 52 1403 - - DRAWN 5Y: KW.- .. DATE: -3/19/14 - a 130.-0• • - •- FDUNDATIONPLANUT. I[T F.-T .. P(2T��, (2)2.I0eob PST4K4 4x4 \ \ OBELOW ��'j1pT UPn PST PST PST - - •8 - - p -UP ST P I'OC. II PTI __ O _ '� !•I (2)2vI0e - - PT 1' O• SEGOND FLOOR FRAMING PLAN FIRST FLOOR FRAMING PLAN m a SCALE: I/4° I'-O' _ . DORttER WALL - (Y3, p' . Ib'LVL RIDGE IL'LVL RIDGELu p ~ Q W Y PST ul j� ... w5 ,Q . U. (L (3)2v12"DR 3. � Q DORMER WALL - _ .. NOTE:RAPTER9 ARE 3 - _ hN Pia'u.c.UNLE59 - SWEET ' - NOTED O'fNERWISE .2 ie fl6•O.I... _ ROOF FRAMING PLAN J05: 1403 . SCALE: 1/4' 1'-0' - - DRAWN BY; KW DATE: 3IW14 - - EXTEND HDR TO CORN 2l-6 DEL TOP PLATE - e ♦\ - �-RAFTER®-Ib°O C. O FULL HGT.STUDS - _ / _ W . JACK .^ . W N41LTOP PLATE TO BTH OF HDR APPLY.SIMPSON-MSTAIB CONNECTOR ° -H2.5 4 EA RAFTER W/2 ROWS OF 16d NAILS ON THE INSIDE FACE OF HEADER - 44 III 3'O.C. TO EACH JACK STUD < STRUCTURAL PANEL HEADER - TOP PLATE NAILED Sd COMMON CONTINUOUS HEADER - •9'O.<.EDGE AND FIELD • CORNER TO CORNER OVER MULTIPLE OPENINGS I - DOOR TRIMMER STUDS + - ORAFTER TO PLATE CONNECTION 5ALE.N.T.S. I♦ 2 BB'ANCHOR BOLTS / PLATE WASHERS EACH H NARROW WALL SECTION it I ♦ . . . _ �My W q __ DOUBLE ROW .• 'v� �'' STAGGER NAILIN INTO BOTH PLATE5 - _ *-* - T♦i DBL TOP PLATE W � - W ob VERTICAL r' ♦ e �' q YSJ - ' •" STRUCTURAL PANEL t.f _ NAILED Bd COMMON W NARROW WALL BRACING AT GARAGE DOOR ANo 2�`N FIELD Z 1 SCALE.N.T 5. WIND ZONE WALL COMPLIANCE' . : W- 65%OF EACH WALL.RUN . . - M M lL VERTICAL SHEATHING WITH w .. Bd NAILS 3' EDGE/12'FIELD - - .. (4)Ibd NAILS PER FT BOTTOM PLATE - - . L- 27%OF EACH WALL RUN -VERTICAL - --� - - - DOABLE ROH STRUCTURAL PANELS _ ST4GGER NAILIN VERTICAL SHEATHING WITH BREAK ON SECOND FLOOR -INTO BOTH PLATES Bd NAILS 3' EDGE/12'FIELD RIM JOIST DBL TOP_PLATE (4)16d NAILS PER FT BOTTOM PLATEly l' �• IM JOIST FLOOR 3' RIM OIST. W O VERTICAL - VERTICAL L STRUCTURAL PANE - STRUCTURAL PANEL NAILED Sd COf1MON NAILED Bd COMMON U W 6 3'O.C.EWE .-� O W O.C.EDGE AND 12'IN FIELD _ _ AND 12'IN FIELD: Q - DOUBLE ROW DOUBLE ROW - STAGGER NAILIN 5TAGGER NAILIN INTO BOX AND SILL INTO BOX AND SILL ik, SHEET. OFULL HEIGHT SHEATHING -SINGLE FLOOR OFULL HEIGHT SHEATHING -MULTI FLOOR SCALE:N.T.S. SCALE:N.T.S. JOB: 1405 DRAWN BY: KW DATE Duct Leakage Test Form Customer Information: Test Conditions: Name: Bayside Building Date: 7/29/2014 Address: 1645 Falmouth road Bayberry square Time: City: Centerville Indoor Temperature(F): State/Zip: Ma 02632 Outdoor Temperature(F): Phone: (508)775-1040 Floor Area(ft2): 1350 Email: System Airflow(cfm): 1400 Cooling Size(tons): Heating Size(btu): 80,000 Building Address: (if different from above) Primary Location of Street: 11 Dovetail Lane Supply Ductwork: Basement City/State: Cotuit Ma. Primary Location of , Return Ductwork: Basement Comments: System located in the basement on one zone. Duct work in cold spaces insulated with r-8 foil faced insulation all others r-6. All joints seams and connections sealed with 1580 Venture mastik tape UL#181b-fx System tested after rough install with Minneapolis duct blaster. Sheet metal permit#2 201404230 Total Leakage Test Depress Press Outside Leakage Test Depress Press Test Pressure: (Pa) Test Pressure: (Pa) Baseline Duct Pressure(optional): (Pa) Duct Press. Flow Ring Fan Press Duct Press. Flow Ring Fan Press (Pa) Installed Flow(cfm} Flow(cfm) ( (Pa) (Pa) Installed (Pa) . 25 3 58 Fan Model/SN: Results: Outside Leakage(cfm): Fan Model/SN: Outside Leakage as System Airflow: Results: Outside Leakage as Total Leakage(cfm): 58 Floor Area: Total Leakage as System Airflow: Eric Whiteley Toal Leakage as% W.V 0� eric@wvwhiteley.com Floor Area: 4.2 ttC: 28 Village Landing ee, •�r ,+ c1�4� iTII P.O. Box 1266 W.Chatham, MA02669 Plumbing• Heating T508-945-1100 Air Conditioning F 508-945-5549 Since 1952 www.wvwhiteley.com `�.: ,, �. ..� � �� . �Y� *� Commonwealth of Massachusetts q{ 15S Sheet Metal Permit Date: �' Permit# � I H � ��O X :�°� ��' Estimated Job Cost: $ 1() 000 1 . Permit Fee:$ U" 2,7 2014 - / Plans Submitted: YES NO P Plans Reviewed: YES +-� NO ✓ Business License # (P C) MWN�F BA Itcense 4 a 7n� / Business Information: Property Owner/Job Location Information: Name: . VErn on Oh 1'�P_ e � r Name: I Street: VI J J c Lana)1%j Street: II U) City/Town: �.. el�Q�'VIQ�'1/� City/Town: _ Telephone: 5 D9_ qy _ 000 Telephone: ' Photo I.D.required/Copy of Photo I.D. attached: YES NO Staff Initial J-1 /M-1-unrestricted license J-2/M-2-restricted to dwellin6s 3-stories or less and commercial up to,10,000 sq.ft./2-stories or less 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 work to be completed: New Work: � Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: �� tv INSURANCE COVERAGE: I have a current liabilitV insurance policy or its equivalentwhich 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 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 Prozress Inspections Date = Comments Final Inspection - Date Type of License: By ❑ Master Title ❑ Master-Restricted City/Town ❑Journeyperson Signature of Licensee Permit# ❑Joumeyperson-Restricted (� l 6'7 License Number: Fee S Check atwy-!.mass.aov/dam Inspector Signature of Permit Approval Y_ fix '• 0 -y ^_,JL*Talun. J /fin ThDlnas F. Gailcr,Dirccac•r -BaiI din a Di,risi0a Tom 1'cr-rf,Builliug C'cmmissicn& 200'Ma-ij1 SL'cct;I�'V'.�7:.5,71 i!��Oib01 r��3Fr.Covrn.6•��-c,taL�le.r.,z.,_s Officc: 501S-962-40'32 Fax: SOS-90-6230 P ,-)perm% U S:�er 'fu :��r_rl. Tea arir_L 5�.�n '. rus P r_� J—� ---� --- O—UL ,iE, -_Pro �r'�7E1S1L n all n _L.--r r` '-*a_Q r=1 I i_tC, �-..1},T�1`1I , r,- it. 1 �!01LLI�: LL r_ o i_ L,�� Eye 4�p_��.- i 6 f og qhj S�v�a,_ci -4 of C/ u Tr PI.- I�D_er ty ►,`�-,TIC rs �'�F' n.nJr zor. ,eT;n_It PICREe cclmpl.Pte `(h.c Ho..rncovm.cros Lcerse EA'P-mpti.oTI J o:1 m ;ern t�.lc Ic,t1:sc siidtC. ' Q:^Ui}-'D-C)'�,Yiv�.nrrRJ,�r`'Slr;•; V C► ? , .J Fold,Then Detach Along All Perforations ;COMMONWEALTH OF MASSACHUSETTS BOARD SHEET METAL WORKERS SM ''AS A BUSINESS JSSUES.THE ABOVE LICENSE T0: TYPE ERIC T WH:ITELEY: . W =VERN.ON, 4JHIT.E.L.EY FLBG AND -B 28' VIL.L:AGE LANDING PO:: B0X:::;1266 .. W CHATHAM t1A _"026G9-000 ' 292629 16.0' 12/22/14 292629" •. r - Fold,.Then Detach Along All Perforations COMMONWEALTH>OF MASSAC'HUSE.TTS .' 3 F E10 RD OP ; SHEET METAL WORKERS' ° l ' � � ISSUES''THEFOLLOWING 'LiCENSE AS A MASTER UNRESTRICTED 114 «t 1 IERIC T WHITELEY �ry �� zlZ; 4�EST CHATHAMi � MA �02669 02�+$ � �- 1�u Kra s hNVERNON-0.1 CLEDDUKE I e.IrE(MMMA'1'1'Y) I CERTIFICATE OF LIABILITY INSURANCE 101212013 i THIS CERTIFICATE IS ISSUED AS A MATTER OF INFOR!NIATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED.BYTHE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING NSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. l 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 llle I certificate holder in lieu of such enclorsement(s). PRODUCER I CONTACT Donna Pearse '• I NHON[ FAx Rogers &Gray Ins.-Dennis Branch P IC"o . : 508 398-7980 I AIC rlol:(B77)816-2156 I434 Rte 134 South Dennis,MA 0266o EAL s dpeorse@rogersgray.com i ( I INSURERS)AFFORDING COVERAGE I NAIC I I i j INSURERA:ARBELLA PROTECTION I INSURED t W.Vernon Whiteley Plumbing &Heating Co, Inc. INSURERC: Chatham Sheet Metal,Inc. I INSURERD I P.O.Box 1266 West Chatham,NIA 02669-1266 I INSURER E: i I 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 THEPOLICY PERIOD INDICATED. MOTY/ITHSTANDING ANY REQUIREIMENT, TER!bl OR CONDITION OF ANY CONTRACT OR OTHER DOCUNIENT N/ITH RESPECT To THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND COIND I T IONS OF SUCH POLICIES.LINII T S SHON/N IIMAY HAVE BEEN 1 REDUCED BY RAID CLAIINIS. I Tit SR IAD OLISU6RI POLICY EFF I POLICY Ex? LL':11T5 I iLTR tS I TYPE OF INSURANCE INSR POLICY NUI:IBER I ,M M.;DDIYYYY MPd IDD1YYYy I GENERAL LIABILITY I• 1,000,OGOi I EACH OCCUP.P.EDICE � DA,.IAGETOR ,IIED I 50,000i 8500052 11011/2013 j 1011/2014 PREMISES S A X CGtvliaEF.CI?.L Gci IcR.aL LIA21LIiY 832 ' f CL S{t.IS-,kJ.AGE F OCCUR I I LIED EXP(Any one person) i 5 5,000 ! I FErSOFIAL Z AWiNJURY is 1,000,0001; ( I GENERAL AGGREGATE is 2,000,000I PRODUCTS-CO>JPlOP AGG is 2,000,OOOI; GEPI'L AGGREGATE LIMIT APPLIES PER: i I !S I PO!IC J-1C I I LOC CO\IcINED SINGLE LIMIT 1,000,OOOi AUTONIOEILE LIABILITY I I I(Ea accident) 5 I A ANY AUTO 1020006346 ( 101112013 I 101112014 j EODILY INJURY(Par parch) 15 IALL OWNED I � SCHEDULED j I BODILY INJURY(Far xcidar.!)(5 AUTOS AUTOS i I X I . E i'AIMED C6ID6 iTl HIRED AUTO AUTO I j EACH OCCURRENCE jS 4,000,000": X Uid3RELLALIAS I(—�I OCCUR * I A EXCESSLIAB I WWS-MADE 4600052833 1 101112013 i 1 011120 1 4 iA.GGREGATE 15 4;000,000! i IS I DED I X I RETENTION5 10,Og0 I l 4VCSTATU- WORKERS CONIPENS.ATION I ' I I t TOP'(I IMITS I AND EMPLOYERS'LIABILITY YIN I I I I i j I E.L.EACH ACCIDc`T_i I ) j A,`I•(PnOPRIETOFP,:RTNcRlECECUTi'/E I ! I I OFFICEF'Nl NIBER EXCLUDED? NIA I I (Mandatory in NH) �� I E.L.DISEASE•E^.EMPLOYEE 5 If y_=,deserve under I i I I E.L.DISEASE•POLICY LIMIT�S GES CP,IPTION OF OPERATIONS betva DESCRIPTION OF OPERATIONS I LOCATIO Its/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,it mare space is required) IBlanket Additional Insured Status is included when required by written contract. {Worker's Compensation certificate will be issued and sent to you directly by the insurance company. i II CERTIFICATE HOLDER CANCELLATION I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE 'PIICL BE DELIVEREDUd T ovin of Barnstable ; ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street i Hyannis,MA 02601-0000 I AUTFIOP,IZED REPRESENTATIVE �FZ.,I'ct n �•� I @1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACOP.D RiSht.f-a,x N1-1 Lo/q/2013 7 : 19 111 AM PAGE. 51/055 Fax Servel s� n Aco.rc CERTIFICATE OF LIA BILITY. IL IT Y INSURANCE N 1 n-04.2013 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 BETbVEEN THE ISSUING INSURER(S),AUTHOR177E❑REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder_is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION ISYVAIVED; 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 NAdE: - - FAY. FOGERS&GRAY INS AGCY PHONE (A"G Not 434 ROUTE 134 E,^:IAIL SOUTH DENNIS,10A 02660 `nnRr S- - -UISUR RIS)APFORGI?IO CCV_RAG= M.IC., INSURER A:ACES?AcFICAAI IKSU RA4CE GO`.IP.CfJY - INSURED INSURER 6: "' y VV VERNON LVHITELEY PLUMBING E rlsuRERc: HEATING CO INC&CHAT HAI4,SHEET PIETAL INC INSURER o: e.. _ PO BOX 1266 INSUP.E:RE: e WEST CHATHANI,MA 02669 INSURER F COVERAGES CERTIFICATE NUMBER: P,EVISION NUMBER.: THIS-IS TO CERTIFY 'T HAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED N.AhIfD ABOVE FOR TH' POLICY PERIOD INDICATED. NOTt^IITHSTANDING ANY REQUIREI1aENT, TERM OR,CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR NIAY:PEP.TAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN iS SUBJECT TO ALL THE TEWAS, EXCLUSIONS AND. CONDITIONS OF SUCH POLICIES. LIiAITS SHOWN MAY HAVE BEEN RE:DUCEO BY PAID CLAIMS. �LNSRI I IPOLICYEF I U,dJITSSU6R T( IADDL Y liSP p lIP1O1UDD! LTR PFOFINSURANCE ER iYYY ITIM GEi`Eiv1L CIA.BILIi( EACH OCCURRENCE S gr I COMMER,IAL GEHEz-L LIr EILM, - p.%.}_^AGE 0 ri CI - Ig P .II>E I :.� E0 _' CCAIt.9-r�-1AN I OCCU - .tEC EX P f ��anc p^.,cc), S - -.- ...I ° r PSnVvLI ADVINjURY IS .� - ' _IS FF,ODUCTa CCMz;OP 3G I-S - _ GEV I alr.� rT LI:II I A?rLIES P_•.: r a IS I � `L. n- I I jc I I LOC POLICY M -AU IO dOSILE LLAE[U T(. COt I 1 D`;I CI E LIMIT G - I �n nd n. a • 6GDILY IJIU \(P raer n) CIS -. �AIt AUTO ,. S ALL OVVi•IED SC DU_ED y - ECOILY I I'IU 1(P.rac.dentl I AUT S U rO5 OS P OF �I r O.�.1..GE - NON-07,;VEO - i t„.aa�rtl I.. rlr,_0.4UTOS AUTOS OS .? ;. .. EACH CCCURRCtJCE IS �UNIBRELLA LIAR GC' 9 CUR - - EXCESS LIAR CLkI(ris_n 7DE r=GFEGAT_ IS ''P!C STATU- GTH- . - - WORKERS COMPENSATION x TO Y LI?BITS ER AND E`dPLOYERS LIAE(IL)TY YIN ` 'ANY PPD'RI TOPPr� IV FECWI,;=� E.L.E4G4 CCIDEtJT I$JOOOQD OF ICERWEt,IdEPEXCLUDED? 'LJN(A 6S62UB IMI-2013 10-01-201^ (MarcaLar,,in N ) _ - 99T2L664 E.L.D•ISc.-...c•EA E?FLOYE= $500,000 - - fy 'C_scrit•c under - E.L.DISEASE-POLICY U.'dlr $500,000 - 01=SCRIPTIOM OF OPERATIONS tc!CB...-. - - DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACOP.D 101,Additional Remarks Schadule,If mare space Is required) CERTIFICATE HOLDER CANCELLATION TO!;/id OF BAP.NSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES 8E CANCELLED BEFORE THE EXPIRATION `DATE 7HEP,EOF, 200 MAIN STREET 'tITH THE HYAPJNIS,R�l.A02G01 NOTICE WILL BE DELIVERED Ill ACCORDANCE 1/ POLICY PROVISIONS. AUTHORIZED P,EPRESENTANVE ,yf !l I 1 .. j.. G 198Z 2010 ACORD COP.PORA.TION.All rights reserved. ACrJRD"2$(2010105)' The ACORD name and logo are registered marks of ACOP.D The Commonwealth of Massachusetts _- -- Department of Industrial Accidents Office of Investigations 600 Washington Street _ Boston,MA 02111 www.mass gov/dig Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly , Name (Business/Organization/individual): W `!2 k no n LU i e lr u m , ;, c- Address: a f, V, inn�._ Po R o X City/State/Zip: C W A-I k A rn Phone#: Are you an employer? Check the appropriate box: Type of project(required): I.�@ I am a employer with ,5� _ 4• ❑ I am a general contractor and I employees(full'and/or part-time).' have hired the sub-contractors 6. [IV, New construction 2.ElI am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and'have no employees, These sub-contractors have 8. 0 Demolition working for me in anyca acit employees and have workers'P Y 9. Q Building addition [No workers'comp. insurance comp.insurance.= We are a corporation and its 10.❑ Electrical repairs or additions required.] 5. officers have exercised their 11. Plumbing repairs or additions .3.❑•I am a homeowner doing all work _ ❑ p 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' li.❑ Other comp.insurance required.] `Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such: $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and 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 is providing.workers'compensation insurance for my employees. Below,is the policy and job site ' ° information. . Insurance Company Name: . A c.e_ A:ry,�L.L� c c,r-�. 14 Policy#or Self-ins. Lic. ( � = 019 a L�� lE /.3 Expiration Dater i Job Site Address: '\/Af City/State/Zip Attach i,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 dayagairist the viol r. vsted that a copy;of this statement maybe forwarded to the.Office of Investigations of the DIA for ins nt; co v rification. ..I do hereby certify under t an e s perjury that the information provided above is true and correct. Si ahu Date: Phone# Official use only.nDo not write in this area,to be completed by city or town official. . ' City or Town: . Permit/License#- °• Issuing Authority(circle one): , 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector '6 Other Contact Person:, Phone#: TempParcelEdit Page 1 of 1 r IRE w ku:wake �.,.__ i.. Logged In As: Wednesday,January 16 2008 Frank Schlegel NewParcel Application Center .Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 123 Street Number: 11 Unit. Dev Lot: LOT 123 Road Name: IDOVETAIL LANE T/R: Sec. Road: __...,, __. _ ... ..... _ T/R: Villlage: 07 - Cotult Part of M/P: MAP 002 PCL 002 Plan Ref: JPLBK 617/69-75 (APP 7-62) Date Added: Updated: Update Delete Add!,A o her I httn://isscil2/Intranet/ProDdata/TemDParcelEdit.asDx?ID=Add 1/16/2008 TOWN OF BARNSTABLE BUILDING PE IT APPLICATION Map C-)O Parcel 6fl2--��-�J Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. a., 'r Permit Fee > Date Definitive Plan Approved by Planning Board ox itq Historic - OKH _ Preservation/ Hyannis Project Street Address Village Coik_k\ Owner Address et) ?�&A Telephone �6g- Permit Request o Square feet: 1 st floor: existing proposed ;SL2nd floor: existing proposed 5(S5 Total new I'SO'a' Zoning District - Flood Plain Groundwater Overlay Project Valuation 100. 60 d Construction Type �. Lot Size_q'�`�� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure jW Historic House: ❑Yes O-No On Old King's Highway: ❑Yes &No Basement Type: W Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 7��-- Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count (not including baths): existing new First Floor RoQ Count - o` ' Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central Air: ,Yes ❑ No Fireplaces: Existing New Existing woodlC�al stove,V Ye�r,�No : Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing O4new Aize_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: ` NX74 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes WNo 1If yes, site plan review# (J, Current Use �Irhea+`� G- Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER)- Name k .n Telephone Number -'�'� ��160 Address , Ce License# Y0%Y� Home Improvement Contractor# Email Worker's Compensation # 007 3(a ALL CONSTRJUCTIOnnN DEBRIS RESULT NG FROM THIS PROJECT WILL BE TAKEN TO G�W Id� SIGNATURE t DATE FOR OFFICIAL USE ONLY jj 'APPLICATION# } /40ATE ISSUED MAP/PARCEL NO. i ' ADDRESS VILLAGE OWNER DATE OF INSPECTION: �t p FOUNDATION t� 1 � �3aNaY a 3 ! i.4CL3)s 61� ��Z�DI'a Ik Ll FRAME I INSULATION � y � I FIREPLACE X ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL F>INAL BUILDING D✓�1� I DATTERCLOSED OUT AS-SOPGMkTION PLAN NO. I I - 1}epartinent of lndustrial Accidents .,�f�ee of�'ralTestig'c�tEans - . " 600 Mashingtaii S&eet Bastara,MA 02111 �•M SVC V` wiv.rnass.govldia Workers" Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Pent LeLyibiy Name (Business/organizafionadividual): 1� ��1.�.�=- '��" ,/A/C Address: City/State/zip:6-9�41I Vi IVIA 02 .E Phone#: ` Are you an employer?Check the•apgrdpriate bw., Type of project(required): 1.❑ I am a employer with 4. Y1 am a general contractor and I 6. jg/N ew construction employees(full and/or part tune).* have hired the sub-contractors listed on the attached sheet $ ❑ Remodeling 2.❑ I am a sole proprietor or partner- • ship and have ho employees These sub-contractors have 8. ❑ Demolition working for mein any capacity. workers' comp.insurance. g• ❑Building addition [90 workers' comp.insurance 5. ❑ W6 are a corporation and its 10.❑Electrical repairs or additions required.] officers have exercised their 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 12:0 Roof repairs insurance required.] t employees..-[No workers' 13.❑ Other COMP.insurance required..] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners Rho.submit ibis affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box mast attached an additional'sheet showing the name of the sub-contractors and their workers'comp.policy infomation. I am ari employer that is providing ivarkers'cam pensadon insurance for my employees. Below is the polley and jab site infor7natiom ; Insurance Company Name: Policy#or Self-ins.Lic.#: ,�- _ Expiration Date: ! Job Site Address: Q -eci ►1 City/State/Zip: �OTLI I //1e, _AU35 Attach a.COPY Of the Workers' compensation policy declaration page(showing the policy n.nnaiber and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition.of.criminalpenalties 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 flue of up to$250.00 a day.against the violator. 3e advised that a copy of this statemi nt maybe forRTarded to.the Office of Investigations.of the DIA for insurance coverage verification. d'der hereby cer djyj under the pains and penalties of perjury idzat the hifpr azation provided above is true dr-rd cor rec4 sleaatar6: o Date: ' •Phone#• '�'7 7'/—��[�,(� . Official use only a n®t.r�riZe r`.rz this area,to�e c�rrrpleted by city ar tangy ri offrcral City or Tovim: PermitlLicense# Issuing Authority (circle cane): 1.Board of Health 2.Building Department 3.City/TeNva Clerk 4.Electrical Inspector 5.Plumbing Inspector G.Other- Contact Persian: Phone#: I Subcontractor's Insurance 2012 zz GL Policy ; GL Policy WC Policy WC Policy Sub Contractor-,,,' Effective Date. Expiration Effective Date Expiration <;$ All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 12/01/14 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 09/20/14 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 08/13/14 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 11/13/14 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 08/13/14 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 09/20/14 Chaves, Robert 508-362-9929 08/13/04 08/13/12 12/17/04 11/13/14 Christopher Costa&Associates,Inc. 01/22/08 08/27/12 02/06/07 08/13/14 Coy's Brook,Inc 508-394-8442 04/24/04 04/24/13 09/21/04 08/13/14 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 12/01/14 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 08/13/14 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 09/20/14 Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 12/01/14 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 08/13/14 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 12/01/14 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08.: 08/13/14. Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08 12/01/14 1 I 9�t Massachusetts -Department of Public Safety Board of Building Regulations and Standards , Construction Supervisor ry'' License: CS-005645 ' _ til 11S ,, Mi x f a BRIAN T DACEY�``�� 4';� " PO BOX 95 �l5 CENTERVILLE ILIA 02632 z f _ J F )+ / �y t'%,It. ` " °%/,... .tlf..�l lsA Expirations v ;_# Commissioner 04/19/2016 ;,,<- �; ;i` \ \ �, i t t i i V �I 3� yy a �I �, \: T :..-:. -: I J . i:I.-I� �.:a":,;�..I::.,,::�,,i 1,,-.�.-.�!.��,..,�:.1.-..I I�I I,...�.�.",.�I.....:..-.I 1f..:1.j,I:7"�..p A .,I.":I.,�::I.:�I.I.:!.%,1.,�I��.�.II��,.:.�....�..;.-�...�...1�,,�,..LI�I II�I-�:i�%1-�.,I:,,.,i-�,,:.I�..I�.��.LI.:.:I::..�;..,�.,-.�:.,�1 I.,I....,.I...1.1.I,�.1:.��I-�,:.,,."-:.,,,,I.1 I...,��,��.,,:�1..,:.II-��:.,.:I,::�,,��,.I��I.�.,'�.I�.,1..::%;.�.I.��..'I,..�,.:-�.i.Ii-:.s%..I 1.,I..,.:lI�..,:�.:�I..:I I.�,�I::�R.,1t-:1�'....�.-%I:.':�,..,.��.:I..-,,..,.�.,:.,%.�:..�..::.:::�,..1:,.i,.-,,:-L�..�.:..,.,.,.,d::I*I 7i,.�.,�;.�.,.;.-,I�!�:.I I�,�I I'�.-.:,..-......!�I,':,.,,,I-�,;.%-:.-�I.-,.4�.�.-I.��.�t 1I�.:�...I�..�...,..�::.1.::":i,I,:.�.:.I�:�r.I.,.�:..,�..�.,,.�L"I...II.I-.,-..:�-II,I�:i::1�,�.I:.:I..I�.:I.�Z�.,..I:��r:-,.,.I:.:,,1:;�I..,�:;:.I-�,.�I.-i::i.,'..,:..,I:�:.I"�L.-.��'�.i��,I:...,:I-:�I.�..::�:III.:.�..:.�.:-...I,�,�I....I.,I...:..1..-.��,.�I I I:�.:I'IIz��.:i'��.ISI.,.I....,�,..,..i�,.1.,4-!,.�.��.,�..I....I-�,�%.,i�..I.....,,"m,��,-:I II-�.,,I,....0:��.,.1:�1Ii..I,...1.,�!I��,I,:,,,�J...I.-,I.....1:-.-1.:�I.�.�,�.1,,i,,.�.�I.I..�,,�.�:..�,,.I�,.I:E,t II!�.�i..�:,I l:I.�,,-.,�..��i-;,%..�,I�-2:II":.;:,L..:�,-,--�I-,:��III�.�..�..:��I I.1,!,.',,...I 1...,�.1.I:��:1.,�I 1.�1,;�%%:I:.�.I�:�.1..'I,..%1I.�FI��:,I�:,;��,-.I.I.�-�I I.�.:,,-�I...�:II�I-!-:.,�-.,I�,tI-.�i..�.��,,�:.�I.!,.�,�.:.I,II.�,I�I-,1�;:::�I.;....I,'Y,...5.".I"�_-"�.�I::%,��.��..,."I 1��:I.'�..:��,,:.,,-�.I.,,,�..:.1I�.I I..II:I��:�.i,'Ii,I4.:.:.�.�.�,1�.,i'��.,.�.�I.�%��.�,��.'II:�,;�.4.I�I��I�I,.I.�.��%�..-:I:.:.�...%-L:,:;,...:.-�I�.,..�.*�..:I�..�;:..�!,1,.I..�..I�,..��.:��.�;,�.1:,:i..��.�.::I..:::�:-%1..�.I.i...,;.p.1 1.:..I,..I,;;..I-,%.i..1.,..,.l.1:,I,�,:I-.:..z-�,.,:,:,�.I%�.:�,I,�-.-I�.,I�,-.1 f::.,.1�:-�I 1�-,.�I.:::....`..,::-,�!'�.�.:::��,"I�..�...%��:.�1.:!..,-..'....,��:.1�I��..I.;I�,I.::�I 1.I�..4"',,.I f..,-,:I,::.I".,�1�-:�:A��I-I,,r�...,:�I.1�...�..,.�,I....,.I.:,*.,j"..1..''.,...1:..,..�i:....��.,,::,��.�".I.iI;I...�,I-.I:�...I I,�:.,..:I,I,I.�.i".�,I.;I1.I i..-,,.�:..,.:I.�,:%.I.-..,:i..;.::1L..I-..�,:..:,-1,-,�.':.�.,I,:1.�;;.I.l.:..:,L,..:.�.:.I.�.,,1�.�i.��-...:,,�".,...,,;..l.��I1.,.:I...�I�,.i,q.I:.:,,:I:,:�..,:!!. Y( k i . - t._ _. - 2:; . . -: :. ... .. . : ........ .. ..... .. - . :.. . t - _ ; <': i lipV€ AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone g R Massachusetts Checklist for Compliance (7s0.CMR5301..2.1,.1)' THE KETTLEER MODEL-COTUIT MEADOWS Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)................:.::............................::....:........... ....................:............................110 mph Q WindExposure Category......................................................::..............................:.........................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)...... 2 stories <_2 stories Q Roof Pitch ..........................................................................(Fig 2) ...................... .............................8:5 12:12 Q MeanRoof Height ..............:................................:.....................(Fig 2)............................................::...:.:16 ft <_33' Q BuildingWidth,W...............................................................(Fig 3)....:............................................. 27 ft <_80' Q Building Length, L ............. :. :. (Fig 3)................. ..:.:::.. 44 ft <80 Q Building Aspect Ratio.(L^ ...............................................(Fig 4)................ ................:........1.75 <_3:1 0 Nominal Height of Tallest Openingz .........................................(Fig 4).... ..... .........61-8"<_6'8" Q 1.3 FRAMING CONNECTIONS :General compliance with framing connections ......:..........(Table 2).............:.................................................. Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.. ...................................... ......::..............................:.......... ................. ............. Q Concrete Masonr y............................... ....................,.......... ................................. N/A 2.2 ANCHORAGE TO FOUNDATION'.3 5/8"Anchor Bolts imbedded or 5/&'Proprietary Mechanical Anchors as an.alternative in concrete only Bolt Spacing-general .......... ......... ........:..........(Table 4) : 32 in. Q: . Bolt Spacing from end/joint of plate: ................. ........(Fig 5)................ ......... .........12 in. 5 6 12" Q Bolt Embedment—concrete..... ..................... .........(Fig 5)............... ......... ..................7 in.>7" Q Bolt Embedment—masonry.........................................(Fig 5)............................................ in.>_151, N/A PlateWasher.. ...:.................................:....................(Fig 5).... ..:....................................2:3"x 3°x'/e" Q 3.1 FLOORS Floor framing member spans checked ........ ................(per 780 CMR Chapter 55) ......... .................... 0. . Maximum Floor Opening Dimension....................................(Fig 6).......................................... ....:,_ft 5 12' N/A 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 <_d N/A . Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...:............:.........................:.........—ft <_d N/A Floor Bracing atfndwalls.. ....... ...............................(Fig 9)............................. ...................... .......... Q (per 780 CMR Cha ter 55 Floor Sheathing Type .................................................... p ).................................... Floor Sheathing Thickness .......................... ..........:.........(per 780 CMR Chapter 55)..........................314 in. Q Floor SheathingFastening ........g. ..............................(Table 2)...........8 d nails at 6 in edge/12 in field Q 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' Q Wall:Stud Spacing .......:................................................(Fig 10 and Table 5).....................24 in.:5 24"o.c. Q: Wall Story Offsets :.:....::........................:......................(Figs 7&8)............................................—ft <_d N/A AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (7s0 CMR 5301.2.1.1)' 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls.....;.......................:... (Table 5) 2x6-8 ft 0 in. Q Non-Loadbearing walls..................................................(Table 5)......................_... ...............2x6-18 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)................................. ............................... Q WSP Attic Floor Length................................................(Fig 11)..:........:................................. . ft>_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).................:.........i.................................. 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 Q Double Top Plate . Splice Length .................... .......................... (Fig 13 and Table 6)..:::.. :...........................8 ft Q Splice Connection(no.of 16d common nails)..........:..:(Table 6)..........................::... ..............................6 Q . .. . .. 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 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance tolable 9) Header Spans ................................. ....................(Table 9)..........................................6 ft 0 in. <_11' . . Q Sill Plate Spans .. ......_.. .::............................(Table 9)............ .............3 ft 0 in.511' 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).................... ......................8 ft 0 in.:5:12' . Q Sill Plate Spans...........................................................(Table 9).................................._ft_in. <_12 N/A Full Height Studs(no:of studs)............. ...:................(Table 9) ................................... .....................3 Q:. Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum.Building Dimension,W Nominal Height of Tallest Opening? ......... :................6'-8"s 6'8" Q Sheathing Type....................... .. : . .............(note 4).: ....... WSP Q Edge Nail Spacing..... ........ ......... ...: ...(Table 10 or note 4 if less) ......... 3 in. Q Field Nail Spacing...... .... ................. .........(Table 10).......... ........ ..........................12 in: Q Shear Connection(no. of 16d common nails)(Table 10)....:.:...:..................................................4 Q Percent Full-Height Sheathing .... Table 10 65% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)....... .:...... Q Maximum Building Dimension, L Nominal Height of Tallest Openmg?.. . .................... ............................... .........6'-8":5 6'8" Q Sheathing Type......... ................. ......... (note 4).............. ..........................WSP : Q Edge Nail Spacing.... ................................:...(Table 11 or note 4 if less) ............................3 in. Q Field Nail Spacing ........ ........ Table 11 ..12 in. Shear Connection(no..of 16d common nails)(Table 11).......... ................................. ......,4 Percent Full-Height Sheathing.......................(Table 11).......... ........ ...........................27% Q ....5%Additional Sheathing for Wall with Opening>6'.8":(Design Concepts)......::............. N/A Wall Cladding Ratedfor Wind Speed?............ ....:.............. Q........................... .................................................. i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2. J)' 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:5 smaller of 2'or U3. Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..................... = 236 plf Lateral.............................................(Table 12)...............................................L=176 plf Q Shear...............................................(Table 12)..................................................S=77 plf Q 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'orU2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. N/A Lateral(no. of 160 common nails)...(Table 14)......... ............................L= lb. N/A Roof Sheathing Type............... .............................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness.................... ........:.......... .............. .. ..........................5/8 in. >_7/16"WSP Q Roof Sheathing Fastening............................................(Table 2)......................... ......... ...............8d Q F HE KETTLEER MODEL MEETS THE CHECKLIST IN_ITS ENTIRETY,THEREFORE THE FOLLOWING �NOTE_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)1 WALS arsb� , ------------ 11 11 11 U 11 � 1-1 11 11 11 - 1 11 11 ' II �C 11 Ii, II II rl If�. il. IL '1 11 I! 11 rr 112 1 - W - 11 lr .II -J.1 . : NAIL SPACWG l - 1\ PANEt See Detail on Next Page Vertical and Horizontal wailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)' r It t: Ia i I FRAfigING MEMBERS i .. .. EDGE RfTERMEMT£ �~ f' i : .. , • STAGGERED. T. 3"MrJ: ML PATTERN � PANEL PAWL EDGE DOUBLF MAIL EDGE SPAUNG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment REScheck Software Version 4.5-.0 Compliance Certificate Project THE KETTLEER MODEL Energy Code: 20091ECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 742 ft2 Glazing Area 11% Climate Zone: g Permit Date: Permit Number: . . . Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING, INC. BARNSTABLE, MA Compliance: 2.7%Better Than Code Maximum UA: 187 Your UA: 182 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. Envelope Assemblies AssemblyGross Area Glazing Door UA Perimeter U-Factor TOTAL FLAT CEILINGS: Flat Ceiling or Scissor Truss 500 38.0 0.0 0.030 15 TOTAL SLOPED CEILING::Cathedral Ceiling 242 30.0. 0.0 0..034 8 TOTAL WALLS:Wood Frame, 16"D.C. 1,655 21.0 0.0 0.057 81 TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 177: 0.340 60 TOTAL DOORS:Solid. . . : 63 0.280 18. 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 4.5.0 and to comply.with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:THE KETTLEER MODEL Report date: 03/27/1 Data filename: C:\Users\Fine.Line Design\Documents\REScheck\THE KETTLEER.rck Page 1 of 8 REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2009 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that.table is provided. section Plans Verified Field Yerifled .# Pre-lnspettion/Plan Review;. - - Complies. Comments/Assumptions &Req.ID Value Value ;,. . 103.2 � � .;.: , _. ;Construction drawings and ❑Complies [PRl] documentation demonstrate: I � ❑Does Not energy code.compliance for the46 I building envelope,. , ❑Not Observable , ❑Not Applicable 103.2; Construction drawings and ❑Complies [PR3]i ;energy code demonstrate " El Not 403.7 documentation de compliance for XF r ,, lighting and mechanical systems ❑Not Observable Systems serving:multiple s ❑Not Applicable ;dwelling units must.demonstrate ;compliance with the commercial , n ;code: 403.6x- ^"eatingand cooling equipment is' Heating- Heating: ;❑Com b 99� � 9� plies , [PR2]z jsized per ACCA Manual S:based Btu/hr Btu/hr 1❑Does Not ,u on loads per ACCA:.Manual J or ; Cooling:: Cooling: ;❑Not Observable other approved methods. p gtu/hr 1 Btu/he :[:]Not Applicable 1 : Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title. THE KETTLEER MODEL Report date: 03/27/1 Data.filename: C:\Users\Fine.Line Design\Documents\REScheck\THE KETTLEER.rck Page 2 of_8 609IEC - ;2Foundation Inspection. Complies? Comments/Assumptions y 303.2.1 3 A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation j❑Does Not and extends a minimum of 6 in.below ; grade. ;❑Not Observable I ❑Not Applicable ; 403.8 Snow-and ice-melting system controls;❑Complies [F012]2, 1 installed. ;❑Does Not ;❑Not Observable; jDNot Applicable. ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: THE.KETTLEER MODEL Report date: 03/27/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\THE KETTLEER.rck Page 3 of 8 Section Plans Verified Field Verified # Framing!Rough-ln°inspection ° Complies? " Comments/Assumptions` &Req.ID Value Value 402.1.1, ;Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 1 ;❑Does Not ;table for values. [FRl]1 I❑Not Observable ;❑Not Applicable 402.1.1, :,Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope_Assemblies 402.3.1, average). ;❑Does Not :table for values. 402.3.3, ; 402.5 bNot Observable [FR2]1 ❑Not Applicable I I 1 1 I 1 1 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ;taken from the default table. . ❑Not Observable ; ❑Not Applicable ; 402.3.5 ;Sunrooms enclosing conditioned U- ; U- ;❑Complies [FR8]1 :space have a maximum I j❑Does Not ;fenestration U-factor of 0.50 in I Climate Zones 4-8. New glazing I❑Not Observable I separating the sunroom from ;❑Not Applicable ' I conditioned space must meet code requirements. 402.3.5 ;Sunrooms enclosing conditioned U U Complies [FR9]1 :space have a maximum skylight ;❑Does Not U-factor of 0.75 in Climate Zones I 4=8. i❑Not Observable ;. ❑Not Applicable 402.4.4 ;,Fenestration that is not site built ❑Complies [FR2011 ;is listed and labeled as meeting f .` ' ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 1 " or has infiltration rates per NFRC `; ,= ;❑NotObservable 400 that do not exceed code ; ❑Not Applicable .( ;limits.: x. 4024.5 -` IC-rated recessed lighting fixtures q"' ❑Complies [FR16Jz sealed at housing/interior finish t ;' ❑Does Not j "jand labeled to indicate s2.0 cfm ❑Not Observable ; leakage at 75 Pa. _, ❑Not Applicable 403.2.1 Supply ducts in attics are R- R ❑Complies :insulated to>_R-8.All other ducts I[FR12] 1 R- R- :I❑Does Not 1 in unconditioned:spaces or outside the building envelope are ❑Not Observable . . . . ❑Not Applicable insulated to>_R-6. I ; . 403.2.2 ;All joints and seams of air ducts, [ .x " = ❑Complies [FR13]1 :air handlers,filter boxes, and ❑Does Not building cavities used as return k ,.ducts are sealed:_. �: � � �: _ � � �" ❑Not Observable v. .. ❑Not App i able 403.2.3 Building cavities are not used for =? ❑Complies [FR15]3 jsupply ducts. _ '>❑Does Not { []Not Observable ❑ 41 � ._ Not Applicable 403.3 HVAC piping conveying fluids R- R- ;❑Complies: [FR1711 .: above 105 V or chilled fluids 1 I ❑Does Not below 55 QF are insulated to>_R- ❑ j s 3: i Not Observable .:... ❑Not Applicable 403 4 4`-p Circulating service hot water ; R- R- ;❑Complies [FR18]2 l pipes are insulated to R-2. ❑Does Not ;❑Not Observable ;.., EINot Applicable 1 High Impact(Tier 1) 2= Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: THE;KETTLEER MODEL Report date: 03/27/1 Data.filename: C:\Users\Fi.n.e Line Design\Documents\REScheck\THE KETTLEER.rck Page 4 of .8 ;Section _ Plans Verified Field Verified ` # Framing/Rough4n'Inspection Complies? Comments/Assumptions &�Req.ID - _ F,Value,, Value 403.5 Automatic or gravity dampers are ,' ❑Complies [FR19]2 installed on all outdoor air El Not intakes and exhausts: c } ❑Not Observable ❑Not Applicable I . Additional Comments/Assumptions: 1 High Impact(Tier 1) -2'1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title:THE KETTLEER MODEL Report date: 03/27/1 Data.filename: C:\Users\Fine.Line Design\Documents\REScheck\THE KETTLEER.rck Page 5 of. 8 Section _Insu Plans Ve°rifled Field Venfied j la tion Inspection Complies? Comments/Assumptions _ &Req.ID , . Value: Valne� 303.1 . All installed insulation is labeled ; ,4 ❑Complies [IN13]2 or the installed R-values ,_; ❑Does Not j 1 provided. ❑Not Observable 6 ON Applicable 402.1.1, :Wall insulation R-value. If this is a: R- ; R ;❑Complies ;See the Envelope:Assemblies 402.2.4, :mass wall with.at least'/z of the Wood Q Wood ;❑Does Not table for values. 402.2.5 :wall insulation on the wall Mass Mass [IN311 exterior,the exterior insulation ; ❑Not Observable requirement applies. ;❑ Steel ❑ Steel :❑Not Applicable ; 303.2 ;Wall insulation is installed perT ❑Complies [IN4)1 manufacturer's instructions. ❑Does Not �•. ❑Not Observable , ❑Not Applicable ; 402.2.11 ;Sunroom wall insulation has a ; R- _ R- ;❑Complies [IN8]1 1 minimum R-value of R-13. New :❑Does Not ;walls separating the sunroo.m j❑Not Observable from conditioned space must :: ; meet code requirements. ❑Not-Applicable - 303.2 ;Sunroom wall insulation installed ❑Complies [IN9)1 1 per manufacturer's Instructions. f `❑Does Not ❑NotObservable ; , ❑Not Applicable 402.2.11 ISunroom ceiling minimum ; R .:: R- ❑Complies [IN10]1 (insulation R-value of R-19 in :❑Does Not Climate Zones 1-4,and 11-24 in ; ❑Not Observable Climate Zones 5-8. ❑Not Applicable 303.2 ;Sunroom ceiling insulation is ;: ` ❑Complies ; [IN11]1 !installed per manufacturer'sf ODoes Not instructions. ONot Observable , .: . s ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE KETTLEER MODEL Report date: 03/27/1 Data filename:C:\Users\Fi_ne Line Design\Documents\REScheck\THE KETTLEER.rck Page 6 of 8 Section. Plans Verified. Field Venfied # Fiinel Inspection Provisions f omphes? Comments/Assu'mpt�onsy &Req:ID Value Value.. 402.1.1, ;Ceiling insulation R-value.Where; R- R- ❑Complies ;See the Envelope Assemblies 402.2.1, >R-30 is required, R-30 can be Wood 0 Wood ❑Does Not table for values. 402.2:2 ;used if insulation is not ;❑ Steel ❑ Steel: :❑Not Observable [Fill' ;compressed at eaves. R730 may be used for 500 ftz or 20% I ;ONot Applicable (whichever is less)where j sufficient space is not available: ; 363.1.1.1,',Ceiling insulation installed per ` - •r •, ,❑Complies 303.2 manufacturer's instructions. '. ❑Does Not [F1211 ;Blown insulation marked every 300 ftz Y '` v,; ❑Not Observable ; . ❑Not Applicable 402.2.3 :Attic access hatch and door ; R- R- ❑Complies [F1311 !insulation >_R-value of the ❑Does Not adjacent assembly. ;❑Not Observable 1 ;❑Not Applicable . 402.4.2, ;Building envelope tightness ACH 50 ACH 50:= ❑Complies 402.4.2.1 'Verified by blower door test result ❑Does Not [FI17]1 ;of<7 ACH at 50 Pa.This 1 ;requirement may instead be met ;❑Not Observable ; :via visual inspection, in which ;❑Not Applicable. . case verification may need to occur during Insulation Inspection. ; I 402.4.3 !Wood-burning fireplaces have $- ❑Complies ; [FI812 fi gasketed doors and outdoor ,' - ❑Does Not ,combustion air.: ' ❑Not Observable ; <: ❑Not Applicable 403.2.2 Post construction duct tightness 1 .. cfm cfm ;❑Complies [FI411 i test result of:s8 cfm to outdoors, 1 ❑Does Not or 12 cfm across systems.Or, ; <_ rough-in test result of<6_cfm ; ::!❑Not Observable i across systems or:54 cfm I :: ; {ONot Applicable without air handler. Rough-in.test ; ;verification may need to occur 1j during Framinganspection. ; I 4031 1 ,Programmable thermostats *4A - n_ ❑Complies 2 installed on forced air furnaces. , ,.. ❑Does Not 3 ❑Not Observable ❑Not Applicable_ 403 1:2 . ?Heat pump thermostat installed a ❑Complies [F110]? - on heat pumps. ' ❑Does Not El Not : ❑Not Applicable: 403 4 . !Circulating service hot water � a- � ��_ � ' , - � ❑Complies [FI11]2 ]systems have automatic or: + ❑Does Not accessible manual controls. ' ❑Not Observable ` ❑Not Applicable 403.9.1 ;Readily accessible switch on ❑Complies ' [FI121 I heaters for swimming pools. : . :> ❑Does Nof { []Not Observable ; I _ : ❑Not Applicable 403,92 ;Timer switches on pool heaters ❑Complies ; [ 9l3 Viand pumps are present. . ` ❑Does Not FI1 ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 3 1 Low Impact(Tier 3) Project Title:THE.KETTLEER MODEL Report date: 03/27/1 Data.filename: C:\Users\Fine Line Design\Docum.ents\REScheck\THE KETTLEER.rck Page 7 of 8 Section = Plans Verified Field Verfied' # Final lnspectlon Provisions Complies? Comments/Assumptions &-'Req.ID �Yaiue Value 403.93 ., Heated swimming pools havea =- `. ❑Complies (F12013 (cover:Covers on pools heated = '. _ ❑Does Not - over 90 QF are insulated to R-12. kz ❑Not Observable ; u : =t ❑Not Applicable 404.1 ;50%of lamps in permanent ` '" ❑Complies [FI6]1 'fixtures are high efficacy,larrips: ❑Does Not - ❑Not Observable ❑Not Applicable 401 ` Compliance certificate posted. ❑Complies 3 [F17]2 .a ❑Do es Not ❑Not Observable ❑Not Applicable 303.3 i Manufacturer manuals for s ❑Complies [FI1813 l mechanical and water heating ❑Does Not !equipment have been provided. ❑ ;. =� •. Not Observable j .• k Az ;❑Not Applicable .� . . Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE.KETTLEER MODEL Report date: 03/27/1 Data.filename:CAUsers\Fine Line Design\Documents\REScheck\THE KETTLEER:rck Page 8 of 8 2009 IECC Energy Efficiency Certificate Insulation Rating R-Value Wall 21.00 Floor 0.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.34 Door 0.28 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments �BolseCascede Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamUND FLOOR\F1301 Dry 11 span I No cantilevers 1 0/12 slope Monday,March 24,2014 BC CALC®Design Report-US Build 2627 File Name: Bayside_121 Dovetail Job Name: Model Description::Designs\2ND FLOORT801 Address: Lot 121 Dovetail Lane Specifier: J Madera City,State,Zip:Cotuit,;MA Designer: Customer: Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: Vi I :I _ -- T. . 13-06-00 B0 B1 Total Horizontal Product Length= 13-06-00 Reaction Summary(Down/Uplift) (ibs) Bearing Live Dead Snow Wind Roof Live BO,.3-1/2" 2,734/0 _ 1,009/0 B1,3-1/2" 2,734/0.: 1,009/0 Live Dead Snow Wind Roof Live Trib. Load Summary .Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load . Unf.Area(lb/ft^2) L 00-00-00 13-06-00 30 10 13-06-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 11,788 ft-Ibs : : : 56.3% 100% 1 06-09-00 be verified by anyone who would rely on End:Shear 3,142 Ibs 33.2% 10000 1 01-01-00 output as evidence of suitability for Total Load Defl. U325(0.481") 73.8% n/a 1 : 06-09-00 . ,particular.application.Output here based on building code-accepted design Live Load Defl. U445 80.8/0 0.351" . n/a 2( ) ° 06-09-00 properties and analysis methods. Max Defl. 0.481" 48.1% n/a 1 06-09-00 Installation of BOISE.engineered wood. Span/Depth 16.5 n/a n/a 0 00-00700 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow . or ask questions,please calf Bearing Supports . . ..Dim.(Lk%1� Value ... Support Member Material . . (800)232-0788 before installation.\n\nBC BO Post 3-1/2"x 5-1/4" 3,742 Ibs n/a 27.2% Unspecified CALC®,BC FRAMERO,AJSTm, ° ALLJOISTO,BC.RIM BOARD'"',BCI®, B1 . Post 3-1/2"x 5-1/4" 3,742.Ibs n/a 27.2/o UnS eClfied BOISE GLULAMTm SIMPLE FRAMING p SYSTEM®,VERSA-LAM®,VERSA-RIM NOteS:. PLUS®,VERSA-RIM®, .. TUD@ are Design meets Code minimum U240 Total load deflection Criteria: : VERSA-STRANDS VERSAe Wood g ( ) trademarks of Boise Cascade Wood Design meets Code minimum(U360) Live.load.deflection criteria.. Products L.L.C. Design meets arbitrary(1")Maximum;total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the'results. Fastener Manufacturer: TrussLok(tm) Page 1 of.2 ®Bolsec—de Triple 1-3/4" x 9412" VERSA-LAM® 2.0 3100.SP Floor Beam12ND FLOORXFB01 Dry 11 span I No cantilevers 1 0/12 slope Monday,March 24,2014 BC CALC®Design Report-US Build 2627 File Name: Bayside_121 Dovetail Job Name: Model Description:pesignsl2ND FLOOR\FBO1 Address: Lot 121 Dovetail Lane Specifier: J Madera City,State,Zip:Cotuit,MA Designer: Customer: Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram b d a i r• • a minimum=2 c=5-112" b minimum=4" d=24" e minimum= 1° All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. All TrussLok screws may.be installed from one side of multiply Versa-Lam beams. Member has no side loads. Connectors are: FMTSLOOS Page 2.of.2 ®Boise cascade Single 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Roof Beam1ROOF1R1301 Dry 11 span I No cantilevers 1 0/12 slope Monday,March 24,2014 BC CALC®Design.Report=US Build 2627 File Name: Bayside_121 Dovetail Job Name: Model Description:BEDROOM 1 RIDGE Address: Lot 121 Dovetail Lane. Specifier: J Madera City,State,Zip:Cotuit,MA Designer: Customer: Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: °. 12: i i , I ..$ A - 4 r 1 =KAIL IJ BO . . 15-06-00 B1 Total Horizontal Product Length=15-06-00 q. Reaction Summary(Down I Uplift) (lbs) Bearing Live: Dead Snow Wind Roof Live BO, 3-1/2" 878/0 1,663/0 B 1, 3-1/2" - 644/0 1,19' /0 Live Dead Snow Wind Roof Live Trib: Load Summary Tag Description::. Load Type Ref.. Start .:. End 160% . 90% .115% 160% 125% .. . . ... 1 Standard Load. . . Unf.Area(lb/ft^2) L 00-00-00 i 15706=00 15 30 01-00-00 2 Unf.Area(lb/ft^2). L 00-00-00 09-00-00 15 30 06-06-00 3 Trapezoidal(lb/ft) L 09-00-00 49 .98 n/a 15-06-00.. .. 0 0 n/a 4 Trapezoidal(lb/ft) :L 09-00-00 49 98 j. n/a 15-06-00 .0 0 n/a:. . - Disclosure Controls:Summary Value :. %,Allowable:Duration Case. Location Completeness and accuracy of input must Pos.Moment 8,822 ft-Ibs 72.1% 115% : 4 0.7704-11 be verified by anyone.who would rely on . . End Shear -2,100 Ibs .46.3% 1.15% 4 01-03-06 output as evidence of suitability for Total Load Defl: U249(0.725") 72.3% n/a 4 07-07-12 . particular application.Output here based (0.474 ) „ o on building code-accepted-design Live Load Defl. U381 63% n/a 5 07-07-12 properties and analysis methods. Max Defl. -0.725" 72.5% n/a 4 07-07-12 Installation of BOISE engineered wood Span/Depth 15.2 n/a n/a 0 0 -I)0-0.0 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide °/d Allow %Allow or ask questions,please call Bearing Supports Dim.(L x M Value Support Member Material (800)232-0788 before installation.\n\nBC BO Post 3-1/2"x 1-3/4" 2,541 Ibs n/a 55.3% Unspecified CALC®,BC FRAMER®,AJSTM B1 Post 3-1/2"x.1-3/4": 1,838.Ibs n/a. ALLJOIST®;BC RIM BOARDT",BCI®.; .40/o Unspecified: BOISE GLULAMTM-I SIMPLE FRAMING SYSTEM®,VERSA-LAM®;:VERSA-RI M Cautions PLUS®,:VERSA-RIM®,. VERSA=STRAND®,VERSA-STUI9 are For roof members with:slope(1/4)/12 or less .final design must ensure that ponding instability trademarks of Boise Cascade wood will not occur. Products L.C.C. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Page 1 of.2 6olmCasmde Single 1.-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Roof Beam1ROOFXRB01 Dry 11 span I:No cantilevers 10/12 slope Monday,March 24,2014 BC CALC®Design Report us Build 2627 File Name: Bayside_121 Dovetail Job Name:: Model Description:BEDROOM 1 RIDGE Address: Lot 121 Dovetail Lane. Specifier. J Madera City,State,Zip:Cotuit,MA Designer: Customer: Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: Notes Design meets Code minimum(U180)Total load:deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. i Page 2.of.2 I T 1 Boise Cascade Single 1-3/4" x 11-718" VERSA-LAM®2.0 3100 SP Roof Beam1ROOF1R1302 Dry 11 span I No cantilevers 1 8.5/12 slope Monday,March 24,2014 BC CALC®Design Report US Build 2627 File Name: Bayside_121.Dovetail Job Name: Model Description:BEDROOM 1 VALLEY(S) Address: Lot 121 Dovetail Lane q Specifier: J Madera City State,Zip:CotuitMA,. Designer: Customer: Bayside Building Company Company: Shepley Wood Products Code reports: . ESR-1040 Misc: �8.5 12 Ir }' .a BO B1 Total Horizontal Product Length=07-00-00 Reaction Summary(Down/Uplift) (.Ibs Bearing Live Dead snow Wind Roof Live' BO, 3-1/2 375/0 581 /0 B1,3-10 226 0 328/0 Live Dead Snow Wind Roof Live Trib. Load Summary : - Tag Description Load Type Ref: Start End 100% 90% 116% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 07-00-00. 18 30 01=00-00 2 Trapezoidal(lb/ft) L 00-00-00 .60. : :. 98 n/a 07-00-00 0 0 n/a'.. 3 Trapezoida1(Ib/ft) L 00-00-00 60 98 n/a 07-00-00 0 0.. n/a Disclosure Controls Summary value %Av Completeness and accuracy of input must owable Duration Case Location t Pos. Moment: 1,.158 ff-lbs 9:5% : :;: 115% 4 03-01-11 be verified by anyone who would rely:on End Shear 838 Ibs 18.5% 115% 4 00-03-08 output as evidence of suitability for Total Load Defl. U999(OA27"). n/a n/a 4 03=05-00 particular application-Output Out ut here based on building code-accepted design Live Load Defl. U999(0.016") n/a h/a' 5 03-0414 properties and analysis methods. Max Defl. 0.027" n/a n/a 4 03-65-60 installation of BOISE engineered wood Span%Depth 6.6 n/.a n/a 0 00-00-00 products must be in accordance with current Installation Guide and,applicable building codes.To obtain Installation Guide %Allow %Allow or ask uestion% lease call Bearing Supports: Dim.(L x W Value : . Support : Member Material . (800)232-0788 before installation.\n\nBC BO :Post : 3-VZ'x:1-3/4" 956 Ibs n/a 20.8% Unspecified CALCO,BC FRAMERO,AJS'm,, :. B1 Post 3-112",x 1-3/4" 554 lbs n/a 12.1% Unspecified ALLJOISTO,BC RIM BOARD-,BCIO, BOISE GLULAMTM',SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Horiz.Length Product Length PLUS®,VERSA-RIM®, Slope.and.Cut Length Slope Fascia Depth VERSA-STRANDO,VERSA-STUD®;are .:. Plumb Cut:With.Hanger to dbl..top plate 8.5/12 14-1/2" '07-00-00 09-03-06 trademarks of Boise Cascade Wood Products L.L.C. Notes Design meets Code minimum(U180)Total load deflection criteria: Design meets'Code minimum(L/240) Live load deflection criteria. Design meets arbitrary(1")_Maximum total load deflection criteria. Calculations assume Member is Fully Braced.: Design based on Dry:Service Condition. pp t Paflec1iooy .less than 1/8"were ignored in the results. 9 i aftlse-Cama� Double 1-3/4" x 1.4" VERSA-LAM®2.0 3100 SP Roof BeamIROORRB03 Dry 13 spans)No cantilevers 1 0/12 slope Monday,March 24,2014 BC CALC®Design.Report US Build 2627 File Name: Bayside_121 Dovetail Job Name: Model Description;Designs\ROOF\RB03 Address: Lot 121 Dovetail Lane Specifier: J Madera City,State,Zip:Cotuit,MA Designer: Customer: Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: �° 12 7 - 6% I A I 1 l 1 1. I: 1 : 1 , 1 h. a4 8 ,+ w i �. 13-03-00 - 03-06-00 13-03700 BO 81 132 B3 Total Horizontal Product Length=.30700 00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2!' 11295/0 3,159/0 B1,3-1/2"_ 1.,877/0 7,106/0 - B2,3-1/2" 2,742/0 5,891 %0 B3,.3-1/2" 1,404/0 2;540/0 Live Dead Snow Wind RoofLive, Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160%° 125% 1 Standard Load i Unf.Area(Ib/ft"2) L 00-00-00. 30-00-00 15 30 01-00-00 2 Unf.Area(Ili/ft^2) L .00-00-00 17-00-00 . . ... 15 40 :: 13-06-00 3 Unf.Area(lb/ft^2) L 17-007-00 30-00-00 15 30 06-06-00 4 Trapezoidal(Ib/ft) L 17-00-00 98 196 n/a 23-06-00 0 0 n/a 5 Trapezoidal(lb/ft) L 23-06-00: 0 0 n/a 30-00-00 98 196 n/a 6 Reaction from Desi... Conc. Pt. (Ibs) L 23-06-00 23-06700 644 . . 1,194 n/a' 7 Reaction from.Desi... Conc. Pt. (Ibs) L 23-06-00 23-06=00 226 328 n/a 8 Reaction from Desi... Conc. Pt. (Ibs) L 23-06-00 23-06-00 226 328. n/a Controls Summary. .: :. :Value %Allowable Duration :. Case Location :. Pos: Moment 13,165 ft-Ibs 39.4% 115% 14 23=06-04 Neg. Moment 12,805 ft-Ibs 38.3% 115% 13 13-03-00 End Shear 3,348 Ibs. 31.36/6 . 115% 14 18-00-12 Cont. Shear 5,538 Ibs 51.7% 115% 12 18-00712 Total Load Defl. - U811 (0.193") 22.2% n/a 14 23-09-14 Live Load Defl. U1,199(0.13") 20% . n/a 19 06-01-09 Total Neg. Defl. U909(-0.019") n/a n/a 14 15-00-00 Max Defl.' 0.193" 19.3% n/a 14 23-09-14 Span/Depth 11.2 n/a n/a 0 00-00-00 Page 1 of 2. . i l�9olse c scale Double 1-3/4" x 14" VERSA-LAM@ 2.0 3100 SP Roof l3eam1R00F%Rl303 Dry 13 spans I No cantilevers 10/12 slope Monday,March 24,2014 BC CALCO Design Report-US Build 2627 File Name: Bayside_121 Dovetail Job Name: Model Description:Designs\ROOF\.RBt)3 Address: Lot 121 Dovetail Lane. Specifier: J Madera City,State,Zip:Cotuit,.MA Designer: Customer: Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: %A low %Allow Disclosure Bearing Supports Dim.(L x tfV) Value Support Member Material Completeness and accuracy of input must, BO Post 3-1/2"x 3-1/2" 4,455 Ibs n/a 48.5% Unspecified be verified by anyone who would rely on B1 Post 3-1/2"x 3-112" 8,983 Ibs n/a 97.8% Unspecified output as evidence of suitability for B2 Post 3-1/2"x3-1/2" 8,633 lbs n/a 946/6 Unspecified particular:application.Output here based B3 Post 3-1/2"x 3-1/2" 3,944 Ibs n/a 42.9% Unspecified on building code-accepted designproperties and analysis methods: Installation of BOISE engineered wood Cautions products must be in accordance with current Installation Guide and applicable For roof members with slope(1/4)/12 or less final design must ensure that ponding instability building codes.To obtain Installation Guide will not occur. or ask questions,please call For roof members.with slope(1/2)/12 or less final:design must account for Rain-on-Snow (800)232-0788 before installation.\n\nBC CALC®,BC FRAMER®,AJSTm, surcharge load. ALLJOIST®,BC RIM BOARD-,BCI®, BOISE.GLULAMTm,SIMPLE FRAMING Notes SYSTEM@,VERSA-LAM®,VERSA-RIM Design meets Code minimum(L/180)Total load deflection criteria. . PLUSO,VERSA-RIM®, VERSA-STRANDS,VERSA-STUD®are Design meets Code minimum L/240 Live load deflection criteria. 9 ( ) trademarks of Boise Cascade Wood Design meets arbitrary(1")Maximum total load deflection criteria. Products L.L.C.- Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the:results. Fastener Manufacturer: TrussLok(tm) Connection Diagram b d e . e � a minimum=2" c=10" - minimum=4" d=24" _. e minimum= 1" Connection design assumes point load is top-loaded. For connection design of side- loaded point loads, please consult a technical representative or professional of.Record. All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams.. All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Member has no side loads. Connectors are: FMTSL338 Page 2.of.2 I tiOFVE.7-j .d.Own of Barnstable. O w '^ Regulatory Services ShIiNSTABLE .� Thomas F. Geller,Director BUHding DIVIS104 . . Tom Perry, Building Commissioner 200 Main Street, Hyannis;-MA 02601 . WWW tor�n,barnstable.ma.us : Office: 508-8 6240 3 8 Fax: 508-790-6230. . . . . Property O me' r Mus t Com-plete and Sign This Section If Using ABi ldel T, , ;AS Owner of the subject property: hereby authorize to act ion my behalf, in all matters relative to work authorized by this buadu g permit application for; , (Addiess of Job) Signa of Owner ate ACE Print Name . . Q:FORh4S:OwNERPM11S S10N Duct Leakage Test Form Customer Information: Test Conditions: Name: Bayside Building Date: 7/29/2014 Address: 1645 Falmouth road Bayberry square Time: City: Centerville •Indoor Temperature(F): State/Zip: Ma 02632 Outdoor Temperature(F): Phone: (508)775-1040 Floor Area(W): 1350 Email: System Airflow(cfm): 1400 Cooling Size(tons): Heating Size(btu): 80,000 Building Address: (if different from above) Primary Location of Street: 11 Dovetail Lane Supply Ductwork: Basement City/State: Cotuit Ma. Primary Location of Return Ductwork: Basement Comments: System located in the basement on one zone. Duct work in cold spaces insulated with r-8 foil faced insulation all others r-6. All joints seams and connections sealed with 1580 Venture mastik tape UL#181b-fx System tested after rough install with Minneapolis duct blaster. Sheet metal permit#2 201404230 Total Leakage Test Depress Press Outside Leakage Test Depress Press Test Pressure: (Pa) Test Pressure: (Pa) Baseline Duct Pressure(optional): (Pa) Duct Press. Flow Ring Fan Press Duct Press. Flow Ring Fan Press Pa Installed Flow(cfm} Flow{cfm) ( ) (Pa) (Pa) installed (Pa) 25 3 58 Fan Model/SN: Results: Outside Leakage(cfm): Fan Model/SN: Outside Leakage as System Airflow: Results: Outside Leakage as Total Leakage(cfm): 58 Floor Area: Total Leakage as System Airflow: Eric Whiteley Toal Leakage as% W.V ON eric@wvwhiteley.com Floor Area: 4.2 ! ' I tN4C $ 28 Village Landing III � .� � P.O. Box 1266 IIIW.Chatham, MA 02669 Plumbing 6 Heating T508-945-1100 Air Conditioning F 508-945-5549 Since 1952 www.wvwhiteley.com Foundatio'n, Ce' 'Offication- In' . Barnstable,' MA., Pre ared For : Lot 123 N „ 11. Dovetail Lane �Cofuit , Meadows Subdivision of Barnstable Assessors Map 002:Parcel: 02' Baxter Nye `.Engineering & Surveying Flood Zone C ® FIRM Community Panel Number No: A25551 0021:D OWNER: Cotuit Equitable Housing; LLC;® Deed Book. ,21804 Page 41 Registered Professional OPEN SPACE: Cotuit Meadows Homeowner Association,:Inc. ® Deed Engineers and Land Surveyors: -Book 23161 Page 59 78. North-Street, 3rd Floor Barnstable Zoning Boar1.d of Appeals No. 2005-082 :� Deed Book; 21059 Hygnllis, MA , :02601.' Page 158 Minor.Modification No 1;® Deed Book 22249. Page ,282 Phone -; 5087502, Fbx,— (508) 771.-7622. . Job.Number• ' 3005-214 Scale 1„ = 20'` 04'-22=:14 00 0 .. t Q . - r •! - � Z R F T lilt Is" SS2 , 7: �0� SFT LOT 122 Ai �, s✓ ti. ^o . o .0 0, j� T.O.F./ 64.5\ .o LOT 124 C,� Q- ti s 9 '70 ?9 s2 Ao s LOT 123 � %890f S F. ACRES ^` 1 •j61 4 .OPEN SPACE : : 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 �N;�OF 40.18S,gc� BARNSTABLE ZONING BOARD OF APPEAL .No;,2005� 082 (DB 21059 Pg:'158) IS LOCATED IN .RELATION,TO E S@iANE PREIMETER MONUMENTS SHOWN PER EXHIBIT .A (DB:21804 Pg 45) AND IS NOT LOCATED. WITHIN A e� .: SPECIAL FLOOD HAZARD AREA MALL. ` p;y 48637 THIS PLAN SNOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES REGISTER D PROFESSIONAL LAND;SURVEYOR N.BAXTER.NYE ENGINEERING & SURVEYING DATE ; " . GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS. ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES. SMH #42- SITE IS NOT wTHIN AN A.C.E.C. AREA OF CRITICAL ENVIRONMENTAL 00 SITE IS NOT WITHIN AN AREA OF ESTIMATED HAIBITAT of RARE WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS �, PROTECTION ACT REGULATIONS (310 CUR 10).' S SITE DOES NOT CONTAIN A CERTIFIED VERNAL. POOL PER NHESP MAP OCTOBER 1, 2006 `CERTIFIED VERNAL POOLS." -' SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2006 WIORITY HABITATS OF RARE SPECIES" FOR SPECIES w� \ UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, y S \ REGULATIONS (321 CMR 10) SITE IS WITHIN A STATE APPROVED ZONE A GROUND WATER \ � sF RECHARGE PROTECTION AREA LOT 110 CONSTRUCTION NOTES: _ I. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE S SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED ;�o 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN O \ 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM INV.-56.46 THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, ry F DATED 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. Mq�ti MIN. COVER SHALL BE 3 FT. 3. SEWER BUILDING CONNECTIONS: y \ - \ 6 - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER U71UTES AS REQUIRED BY BARNSTABLE DPW. lb��• 9 \ `3� S �91 - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.11r CLEANOUT �S\ �. .d0 \ \ LOT 109 LOT 122 a, no ��. c� �� STOP `�Cti 'G�.?>„�, s OO SMH , Cotuit Meadows Subdivision 62s 1 ♦ ' C \ \ � �� INV IN-54.75 63.67 \ \ Is, \ INV OUT•54.64' / Cotuit•Barnstable, Massachusetts PROVID�'j1) 8' DIA. x ��.�2 �P Quo 0• p� 63.67 �\ �, PREPARED FOR 6' DEEP LEACHING �/. r� �� .s COTUIT EQUITABLE HOUSING LLC BASIN W/ 1' STONE �o INOP S o � � no �� SURROUNDING (OR ALERNATE Q• 57.66 p• �� 63.9 x C /v\ �-6 4 \ P, 0, BOX 95 EF 89 CF)ENT VOLUME �� ^�^.O � !.�• 63.5 C � � Centendlie, MA 02632 CONNECT ALL ROOF 64.00 no �'�' LOT 4 \�y�\ �` �\ ` DOWNSPOUTS TO x - � � p `?� � S ��42 .y $ 1111.E LEACHING BASIN 61so �� `� Site Plan x 'IWO /�i�`•� 63.9 X /, `�3.O \ ` ' \ 6 ` r ,�J Lot 123 11 Dovetail Lane ,y 9 $e0 �`� 63' 63.0 ,� � •' ` S 64. 1�` �� ° s� , LOT 123 ?. U40 % ,� _ ,� o S o BAXTER NYE ENGINEERING & SURVEYING 9o8ft S.F. �� x X.5 , 0.23f ACRES 63 � 6 Registered Professional VEGETATED 120 eis h�� % c �s Engineers and Land Surveyors jH of DEEP (i25 , �� 78 North Street,3rd Floor,Hyannis,MA 02601 0 MnrrHEw C.F. STORAGE) 60.0 --x 61.9 F ,r Phone-(SO$)771-7502 Fax-(SOS)771-7622 0� EDDY TOP-61.0 �3 x �� i c�w� co �• �\1 M No.43183 4 20 0 20 40 OPEN SPACE pmmr61.9 / SCALE IN FEET 1ON G VEGETATED 12" � GARDDEEP EN(12s SCALE: 1" = 20' ATE: 4— —14 C.F. STORAGE) � TOP-61.0 `, �O of REV. DATE: REMARKS BOTTOM-60.0 \ oy SHANE GJ'a M. LOT4 23 o i MALLON No 48687� r A9 Ess o�� DR&M NUMBER ,VD suc.< 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214