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0021 DOVETAIL LANE
DO Air Leakage Property Organization HERS Bayside builders Home Energy Raters LLC. Confirmed 21 Dovetail Lane 888-503-2233 11/04/2015 Cotuit, MA 02635 Andrew Popielarski Rating.No:20593 RaterID:5363711 Weather:Barnstable, MA Builder Dovetail 21 - Lot 122 Bayside Builders 20593 - Dovetail Ln2l.big Whole House Infiltration Blower Door Test Heating Cooling Natural ACH 0.15 - 0.11 ACH @ 50 Pascals 2.53 2.53. CFM @ 25 Pascals 336 336' CFM @ 50 Pascals 527 527; Eff.,Leakage Area (sq.in) 28.9 28.9 Specific Leakage Area 0.00013 0.00013 ELA/100 sf shell (sq.in) 0.74 0.74 Duct Leakage Leakage to Outside Units Main CFM'@ 25 Pascals 38 CFM25 / CFMfan 0.0240 CFM25 / CFA 0.0247` CFM per Std 152 N/A CFM per Std 152 / CFA N/A CFM @ 50 Pascals 60 Eff. Leakage Area (sq.in) 3.27 Thermal Efficiency N/A Total Duct Leakage Units CFM25/CFA Total Duct Leakage 0.0247 Ventilation Mechanical Exhaust Only Sensible Recovery Eff. (%) 0.0 Total Recovery Eff. 0.0 Rate (cfm) 88 Hours/Day 13.0 Fan Watts 15.0 Cooling Ventilation Natural Ventilation ASHRAE 62.2 - 2010 Ventilation Requirements For this home to comply with ASHRAE.Standard 62.2 2010 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings, a minimum of 45 cfm of mechanical ventilation must be provided continuously, 24 hours per day. Alternatively, an intermittently operating mechanical ventilation system may be used if the ventilation rate is adjusted accordingly. For example, a 91 cfm mechanical ventilation.system would need to operate 12 hours per day, as long as the system operates to provide,required average ventilation once each hour.; REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost.or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. Home Ener gy Rating Numbe r 0593 Rating Certificate' Registry 'r 20593 113 Certified Energy Rater Andrew Popielarski 21 Dovetail Lane Rating Date 11/04/2015 Cotuit, MA 02635 Rating Ordered For Bayside builders - Estimated Annual Energy Lost Use MMBtu Cost Percent 5 Stars Plus Confirmed Heating 31.0 $200 13% HERS Index: 58 Cooling 2.4 $143 9% Efficient Home Comparison: 42% Better Hot Water 3.7 $218 14% Lights/Appliances 19.2 $957 62% General Information Photovoltaics -0.0 $-0 -0% Conditioned Area 1539 sq..ft. House Type Single-family detached Service Charges. $37 2% Conditioned Volume 12513 cubic ft. Foundation Unconditioned basement Total 56.3 $1555 100% Bedrooms 3 :` Criteria Mechan,ical.5ysterns Features This home meets or exceeds the minimum criteria for the following: 2009 International Energy Conservation Code Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Water Heating: Heat pump, Electric, 3.10 EF, 50.0 Gal. 2012 International Ener gy Conservation Code Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 38.00 CFM25. Ventilation System Exhaust Only: 88 cfm, 15.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Sh-el: Features _' rt Ceiling Flat R730.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-31.0 Window Type U-Value: 0.300, SHGC: 0.310 Certified HERS Rating Company Above Grade Walls R-21.0 Infiltration Rate Htg: 527 Clg: 527 CFM50 Energy Raters of Mass Foundation Walls R-0.0 Method Blower door test 180 State Road Suite 2 upper Lights.and'Appliance 'Features sagamore Beach, Ma. 888-503-2233 Home Energy na:ers uc Percent Interior Lighting 100.00 Range/Oven Fuel Natural gas Info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator (kWh/yr) 691.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.00 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 5363711 This information does not constitute any warranty of energy cost or savings. © 1085-2014 Architectural Energy Corporation; Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. HOME PERFORMANCE HERS" deMore Energy ENERGY 150 WITH MASS NEW EXisting 130 RAT I N G Homes HOMES REBATE Standard o New Homeo CERTIFICATE 90 eo y 70 This Home I I 60 e0 58 46 30 Home Energy Raters"uc - 20 8ulitlMg hrMmnrs.fnwq Zero Energy 10 Home Less Energy Estimated Annual Energy Cost Estimated Annual Energy Consumption 75 'g(It _ �'S55 L 50.0 — -- 56 0 , �u/ � � � 108 (—i 40.0..0 31.0 5 25IIJ f �1 10.0 ' 40 - an+ 0.0 on on 0- o1 O_ V n on on 0. ra +C C O- - > a O y 0 f6 ra FO~ O o dd v U O U O0J � on O - V 0>>) an O _ > J to o J Address 21 Dovetail Lane Annual Estimates' Certified HERS Rating Company Cotuit, MA 02635 Electric(kWh): 7334 Energy Raters of Mass House Type Single-family detached Natural gas(Therms): 313 180 State Road Suite 2 upper Cond. Area 1539 sq. ft. CO2 emissions(Tons): 6 Certified Rater Andrew Popielarski Rating No. 20593 Annual Savings": $1682 Rater ID 5363711 Issue Date November 05, 2015 Registry ID 867495113 Certification Verified ` Based on standard operating conditions Rating Date 11/04/2015 Based on a HERS 130 Index Home Signature REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. © 1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for.this home is available from the rating provider. Town of Barnstable Building p De artment - 200 Main Street RARNSTLE � � • Hyannis, MA 02601 9 MASS. 1639. (508) 862-4038 FD MAl A Certificate of Occupancy Application Number: 201504096 CO Number: 20150217 Parcel ID: 002002122 CO Issue Date: 11106115 Location: 21 DOVETAIL LANE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: POTENTIALLY DEVELOPABLE LAND v Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 , CERTIFICATE OF OCCUPANCY RES Comments: Bw ding apartment Signature Date Signed .tNE TOWN OF BARNSTABLE M Building 1h, 201504096 * BARNSTABLE, * Issue Date: 07/22/15 Permit . y MASS. �ArF0 339. a1� Applicant: Permit Number: B 20151956 Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 01/19/16 Location 21 DOVETAIL LANE Zoning District RF Permit Type: NEW SINGLE FAMILY ATTACHED Map Parcel 00200 22 Permit Fee$ 816.00 Contractor DACEY,BRIAN `Village COTUIT -App Fee$ 100.00 License Num Est Construction Cost$ 160,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTUCT A THREE BEDROOM 2 BATH CAPE STYLE HOME W/ATTAQVWARD MUST BE KEPT POSTED UNTIL FINAL GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY.IS.REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL T' Address: PO BOX 95 INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 t Application Entered by: 7L Building Permit Issued By: THIS PERMIT CONVEYS:NO RIGHT TO OCCUPY.ANY STREET,ALLEY-:OR SIDEWALK'OR ANY PART THEREOF,EITHER ORARH.Y� R E N ENCROACHMENTS OAPUBLIC'PROPERTY;NO - SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE`APPROVED.BY.THE JURISDICTION STREET:OR ALLEY GRADES•AS WELL AS DEPTH'AND LOCATION OF PUBLIC SEWERS:MAYBE M. OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION..- F �.I RESTRICTIONS. - .r r MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: I 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. t 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 CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). ► � a ® r , � BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 0)5Dl"05 li if 1 R 1 RoU&g 6/< P j l z Q�r,S�► d' U%3 OAS 2 2J-0 v o �Ci�Tcs 3 a pzv(� //-- r5-� 1 Heating Inspection Approvals Engineering Dept �C... Fire e ; F � 2 05 B9a of . ealth oc� i t 1c�s� I S J�� •,� .,- r-v �� I JOB SITE: %ZZ (A-;I- MA MAP INSTALLED BUILDING PRODUCTS PO BOX 1309 SAGAMORE SIAGN, MA 02562 INSULATION CERTIFICATION-PER IECC 303.1.1 I BATT INSULATION Exterior walls: i Type: iL�-� 1wc Manufacturer:QLOE4,= C.o�, 2� Exterior walls (other)''$4 ,., 1 TYpei .C _ vli rdr�rX 11 ---------�...`:M a n u f 3 c t u re r e44,I — 1(yQ - �'- R-Value: 1A Lnterior Walls;Stairwell: Type: ;ManufactUrei•: R-Value: Basement Ceiling: TYPe:. --__Manufacturer. Flat.Ceilings ; - Type: _ Ma nufaCc0rer;. ._-_-.___-_--R-Va l ue: Sloped Ceilings: Type:. Manu-facturer, R-Value:, 9 BLO�NSULATION,(fiQFRGLASS OR CELLULOSc) Type: ( i. _Manufacturer, al,s2tvsi^ C� Settled Thickness 1S.N Installed thickness',— ; � 4��_ Settled R-value Coverage Area; _installed density: r Number of Gags;_. Fiat eifings: s 7 oe. -- n fact er' I ta\, d� ickness:Set d 1` kness: Sett ed Va ^ Installed de ,Cover e Are --- Num r 'Ba Slo ed Ceilin s; M I _-A--- anufaccurE�j W .x i Installed thiess:b.b S�ttied1hickness. )a: kn Settled:R (Overage Area: Valun:_3q__ Ulns Iled density: J O.•�a __:Number of 9a is:U Prod For MAP l r, .nstallec u d Date:,.��� _S�_- g u I 9hgJi5- i5-a0(o Coui.ir.ion- eaztra of Nlassac usetts beet MetakRMIT ezii YPRES-- Date: Pzrmit Estimated Job Cost: S� AUG 312015 Perinit Fee:S .o BARN IN U� STABLE PlansSubmi�Led: YES PT0 ✓ Plans Reviewed: YES N0 ✓ Business License 1(90 Applicant License ' 9L-%� Busi-iess Informtaon: I Property,Owner/Job Location Infon_nnation: �'a-Tne: k7. ` Ern C�YI Loh),1 eq d nc , Name: 1. ay, I�t� Street: ill-up W-0) Sweet: City/Totivn: �. C . YLQ.�'�'I J Ciry'II OW'n Telepnoiiae: 5 D9 ON 5.— ' 1 Q0 Telephone: nlig Photo I.�.required/Copy of Photo I.D. a acal ed: YES vJ `N0 • S[ai?ILia�? 'J-1 /Y-I-u=, ests i cted license J-2) /1 -2-restricted to divlallinas rLQ_i_s Or less Snd c01! :icial up i.0 1�,000 sq. v../?-st.orles or less Residential: 1-2 r wily ltilulti-fa-7?l�' Condo/TOZyn�ous=s 0 th,cr Commercial: O:ice Retail Inidustnial Educa ilonal Instltuti n?l O`ihe7r Square Footace: under 10,000 sq... V/ over 10,000 sq. it. dumber of Stories: Sheet rnetalw.orkto lie completed: NewWork ✓ -4.' Pei-,,o-vation: i—v AC V1 Metal Watershed Roofing ICicci�ei'.>✓��aust Syst i? metal Cri in!ey/Vents Air BalancinS Provide detailed description of titork to be done: irk �„ i INSURANCE COVE P4GE: policyor its equivalentwhich meet:the requirements of t�.G.L.Ch.112 Yes )` No I have a current liability insurance II i ! have checked Yes, indicate the type of coverage by checking the appropriate box below: I It you h _ _ i I pond U Other e of indemnity I anceOlic �- 4 A liability In..ur p Y �Ln-' p , OWNER'S INSURANCE WAIVER: I am aware that the ►icensee does_ now e the insurance coverage required by Chapter 192 a`the I ;:iassachusetis Genera! La.vs,and that my signature on this permit application waives this requirement. I Check One Only ' I Owner I_< Agent C _ _ I signatureof Ovvn a or O :r,ers?ge:t By checkh-19 this box! :I hareby car`ity that ail o-1 thq details and-in;ormaticn I have sut orme (under t ed}rr-miti ng this application ale true and accurata to the best of my knowledge and that all sheet metal work and ifS:allatiOns Oer<Cr iiT�d ofh General er a!t ISs. for this aJ�,7l1G=iiOZ 1YtlI b� in compllanca with all pe«!ne nt provision of the Massachu-Ses Build!ng Cods and Chapter 112 of the General Laws. t , llation: YES NO Duct in=pection required prior to insulation insta PI Obi iwe5 Insp--LtiOn.s Com—T mts Date Final InSpectiDr I f i yp=of Liwnse: i _ El i iltlz -Klee ✓ ' Slona.Ure of L ice FiSe=' } CltyrTotivn I�JJU:I l�y�erer•' I i i e;:,i = ❑Joum- person-,Res.ri��ad License iyumoer: Fce" ❑ CheCk a }nr'.mass.govido" ! lrtSpnCiOr Signature of?e„n!t fippi ova l i Fold,Then Detach Along All Perforations � OtM O RWEALTHI FM�ASSA�FI�IiS 7t, ® a a • a o ram" 5a� mr s 5x� YtrSH:EET&IETA� Wl3Rl�ERS jz3T r { ISSCiES4HEOLLOWEI� L#IGENSf :f x b � s 07 �ASR B'US 3 �. . z �."'� ?v �c7�'� Nay -t3'�t�` Wx1%ERNUN. 7ELEY PLBG kND a�C�'~ . } � _8 1%I tLAGE ,LAND( C� ' :t aW IJ EHATHtI�t rMA02669 ' � ;;C.OMNiO.N.WEALTH,OF.,MASSACHIJSETTS BOARD OF` S. A h1�ST'EP IJNRfSTRICTED' t i CHATHAM 2li8 } �ASS�ACvS£TTS DRitTER'S LICENSE _� .L E n `4 g 02All 07 77 SLY �. • a 1811 PdAI"I,ST f " a!C4ATrlAM h1A 02co9 7 f e i 'THE rTov7 of a. s Lai e Regulatory Service's ' r � 6&t q Thornas F, Geilcr,Director ter` = -Building Divisio-a Tom Perry,%3nilaiag Lommissiai:er 200 Main Sfxc :t.I�-vanois' r�;;,02601 i�nr lnwn.bzrastabie.ma•u.- O rr ce: 5 08-862-403 a Fax: 508-790-6230 Property cwterM st Complete and igll 'TEs Sect1oD- �-f� ABuilCJcr 's Ow.er of>1ae S-Ubiect.property . all az tzs reL�>JVe to Vn-,rl zr1thomod ,y tht= c 1 perumit application for: Pzu-tt rTaj,-nf-- J ---- �f P�baer.-t C}wx oz-is appl}ring forpen-. itpicase complete th:e I-�omco` vnc� rs License E :--mp�aon ]�o.-a on the raven c side. 2:Far�Ms:()V,l1vL•F.PTT.M ZS�1J1d The Commonwealth of Massach usetts Department of In dustrial Accidents 1 Congress Street, Suite 100 Boston,MA 02114-2017 ,M www.mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERiVIITTING AUTHORITY. Applicant Information ``\ Please Print LeEibly Name (Business/Organization/Individual):�—``y-L M",,�\�, Az'I J Address: City/State/Zip - c> �cc•�y�� 4���� Phone#:( S-b<�) Are you an employer?Check the appropriate box: Type of project(required): l.�Q I am a employer with b 3 employees(full and/or part-time).* 7. M New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in $, ❑Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑Demolition 3.❑I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10 Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs Or additions proprietors with no employees. 12.[:]Plumbing repairs or additions 5.Q I am a general contractor and I have hired the sub-contractors listed on the attached sheet. I1 Roof repairs These sub-contractors have employees and have workers'comp.insurance.- 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other 152,§1(4),and we have no employees.[No workers'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: (Y\ »c Policy# i or Self-ins.Lic.#:� ���a � M — 1 "I Expiration Date: I Job Site Address:_ o f-,s vv\ 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 MGL c. 152,§25A is a criminal violation punishable by 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.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi der the pains and penalties o,Cp jury that the information provided above is rue and correct. --• 1 Signature: 'Z 1 `�" Date: Phone#: s��� f J -- ©1 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: A®® CERTIFICATE OF LIABILITY INSURANCE [ AEEZoi4 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: ROGERS&GRAY INS AGCY PHONE FAX 434 ROUTE 134 Arc No Exf: AI No): SOUTH DENNIS,MA 02660 EA DRESS. -MAIL INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:ACE AMERICAN INSURANCE COMPANY _ INSURED INSURER B: W VERNON WHITELEY PLUMBING&HEATING CO INSURER C: INC&CHATHAM SHEET METAL INC P O BOX 1266 INSURER D: WEST CHATHAM,MA 02669 INSURERE: 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE IADDL SUB POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICYNUMBER (MMIDD/YYYY) MM/DD GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED S . CLAIMS-MADE❑ OCCUR PREMISES Ea occurrence MED EXP(Any one person) $ PERSONAL&AOV INJURY $. GENERAL AGGREGATE S GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG S POLICY M PRO- LOC $ JECT AUTOMOBILE LIABILITY OMBINED acadenl SINGLE LIMIT $ a ANY-AUTO BODILY INJURY(Per person) $ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per acddent) $ HIRED AUTOS NON-OWNED PROPER TY AMAGE $ AUTOS Per a,,,,Z, S UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE S DED RETENTION S $ WORKERS COMPENSATION X WCSTATU- OTH- AND EMPLOYERS'LIABILITY YIN TORY LIMITS ER ANY PROPRIETOR/PARTN RlEXECUTIV N NIA E.L.EACH ACCIDENT $500.000 QF_FlCE2/MEMggREXCwDED7 ;6S62U6 10-012014 -100]r=2015 _ _ Y- (Mandatory in NH)If yes,describe under 99721-664 E.L.DISEASE-EA EMPLOYEE $500,000 - 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) CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE 200 MAIN STREET CANCELLED BEFORE THE EXPIRATION DATE THEREOF, HYANNIS,MA 02601 NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE I IOHN J.LUPICA,President ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD � 4 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION TO.", �?� ARNS,A8 L.E Application # Map l'�y2-• Parcel C7C�2 . 17,Z Health Division 15 {'.° ' ? ! jf 11: Date Issued Conservation Division Application Fee 1 0 0. 0 0 Planning Dept. Permit Fee V 50r"! ^ Date Definitive Plan Approved by Planning Board 0.5 U b ,w0 Historic - OKH _ Preservation/ Hyannis ( I 0 0 1 rr lJ Project Street Address e�Z4 Village 00t:LAA Owner Address Cery-(,2(ti j I(.0 Telephone Permit Request o C0�S Square feet: 1 st floor: existing proposed 2nd floor: existing proposed -7bLTotal new n � Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type�txr� Lot Size / fQ l Grandfathered: ❑Yes Flo If yes, attach supporting documentation. Dwelling Type: Single Family L�d_ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes 8-No On Old King's Highway: ❑Yes 6,No Basement Type: ,Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) � Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Z- Half: existing new J Number of Bedrooms: existing new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: WGas ❑ Oil ❑ Electric ❑ Other Central Air: &Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes -tTNo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size-_Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes JB-No If yes, site plan review# Current Use �d-c Proposed Use a APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name f' SDTelephone Number Address I 4 t License # 601-(QL Home Improvement Contractor# Email c Worker's Compensation # o673(ao(a ;'?) ALL CONSTRUCTION D BRIS ESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE t2�2q I ( 1, 1' FOR OFFICIAL USE ONLY F ,b APPLICATION# DATE ISSUED MAP•/PARCEL NO. ADDRESS VILLAGE • OWNER DATE OF INSPECTION: t FOUNDATION D H I S 6,ray o R�d D6— FRAME I INSULATION FIREPLACE I . t f ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL k r FINAL.BUILDING, S DATECLfJ,SED OUT r �. AS:S,OC.IATION. PLAN NO. f t 1Int Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor �s License: CS-005645 1:r r.ti P BOX 95ACEY to �LAg CENTERVILLE CIA 02632�� 52, Expiration Commissioner 04/19/2016 t _f I t a Department of Industrial Accidents 42) Office of Irsvesdgations + 600 Mashing-tart,Street K &ostar;MA 02111 1'e '1v massgovldia Workers' Compensation 1asuranee A.ffidaidt: Builders/Contraetors/Eleetrieian.s/Flumbers A-pplicant Information Please Print Le�ib:I� Name (Business/Organization/Individual): /X/S$ Address: R. a C?5- City/State/Zip:PEW IN VIA k'21- 6Uf _-,7, Phoil.e#: ' 7 Are you an employer?Check the-ippr6prilate�bgx Type of project(required): 1.❑ I am a employer;with 4. EY I am a general coutractror and I 6• �VN ew construction employees(full and/orpart-Lane).* have hired the sub-contracto$s 7. ❑Remodeling 2.❑ I am a soli proprietor or partner- listed on the attached sheet ship and have.to employees These sub-contractors have 8. ❑ Demolition working for mein any cap aeity. workers' comp.insurance. g• ❑Building addition WO-Vmrkers' comp.insurance 5. ElW6 are a corporation and its required•] officers have exercised their 10.❑Electricalrepairs or additions 3.❑ I am a homeowner doing all urork' right of exemption per MGL 11.❑ Plumbing repairs or additions myself- NO workers' comp. a 152, §1(4),and we have no 12;❑Roof repairs insurance-r uired � employees.-No uTorkers' �. ] 13.0 Other COMP_insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners wbo submit thus affidavit indicating they are doing all work and then hire outside tontmctdrs must submit a new affidavit indicating such. :Contractors that check This box must attached an additional'sheet showing the name of the sub-conttsUors and their workers'comp.policy information. I am an enaplayer that is providing Tvorkers'compensation insurance for my erployees. Bgoio is the policy and,lab stte Insurance Company Name: `�°` Policy#or Self-ins.Lie.#:_ �? '-t-C)-aZ�_ Expiration Date: I I t-Q . Job Site Address: 4l2��� . City/State/Zip: o Attach,a copy of theworkers' compensation polidy declaration gage(showhtg 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 inprisoament; as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.0€?a day,against the vioLtor. R 6-advis ed that-a copy of this statem6ut may be for karded to-the,0ffice of Investigations,o€the DIA for insurance coverage verification. I do hereby cer ty an r tlse pains arsd.p,etraltles of perjury r*lsat a'ze irrfci-ii-tatrart ppivvided aboi+e is tr°tre ttd core°ect_ Stature: Date: �sz' 2t t Phe e — (3 0 f.fwl dl use only. Do not.7tlr•if e ih d s area,to be campletea by city©r raii,,n affrcir, City or Taafi1: Fermi-Mcense 4 Issuing Authority (circle erne): L}hoard of health 2.Building Department 3. Ci_ty/ToNvn Clerk 4.Eleetr:ieal Iuspeetor 5.Plumbing Inspector 6. Other Contact BersoM: Phone#: Subcontractor's Insurance 2012 ' ': GL�PmtEdy.� CL P600-�, WC P6,00 t WC Pc tEcy SEsb;G®rtt acl®cam ;; � � E feciieve D 1e ExtrQrateoc� ectEve Date t: ExpE�at�ao� All Cape Garage Door 508-398-2757 06/01/04 1:0/07/12 06/01/04 12/01/15 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 11/20/15 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 08/01/15 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 11/13/15 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 11/13/15 Carpet Barn Inc., 508-548-1443 01/01/06 05/01/13 01/01/05 07/01/15 Chaves,Robert I 508-362-9929 08/13/04 08/13/12 12/17/04 11/13/15 Christopher Costa&Associates,Inc. 01/22/08 MOM 02/06/07 12/13/15 Coy's Brook,Inc 508-394-8442 04/24/04 04/24/13 09/21/04 12/13/15 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 12/01/15 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 06/01/15 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 06/01/15 Kitchen Appliance Mart, 508-771-2221 08/12/04 08/12/12 01/01/05 12/01/15 MAP Insulation 508-888-3599 : 10/01/07 10/01/12 10/01/07. 06/01/15 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 12/01/15 . Pastore Excavation Inc.: . 06/05/08 06/05/12 16/12/08 11/13/15 Wood Floor Specialists. 508-88&3958 02/03/08 MOM 02/03/08 12/01/15 1 E Town of Barnstable. Regulatory Services F Thomas F.Geiler,Director ��IFD Hp�k1� Buildincr Divisiou Tom Perry, Building COMMISSIDner 200 Main Street, Hyannis,1,a 02601 I �r-mt own.b arnstable.ma.us Office: 508-862-4038 Fax: 508=790-6230 - Prop CrLy Ov ner Must CoMplete and Sign This Section If Using ABuilder • I, • p t"=°J, ds Ommer of the subject property herebyauthorize 5��� C�l to act an my behalf, in:all matters relative to work authorized by this building permit application for; . (Ad -ess of job) 6 O2� t - signa f Omer Date Pint Name Q:FOF h4S:0�'TnE�PxRA415510N ' AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 PHEASANT 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 5 2 stories Q Roof Pitch ..........................................................................(Fig 2) ..................................................12`- 12:12 Q Mean Roof Height ..................... ...........................................(Fig 2)...7........... .................................16 ft <_33' Q Building Width,W .............:..................................................(Fig 3)...................................................24 ft <_80' Q Building Length, L ..............................................................(Fig 3)...................................................48 ft <_80, Q Building Aspect Ratio(LIW) ...............................................(Fig 4)..................:.................................2.0 <_3:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4)..................................................6'-8"<68" 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.......................................... ConcreteMasonry..................................................................... .....:.......................................................... N/A 2.2 ANCHORAGE TO FOUNDATION1,3 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. <_6"-12" Q Bolt Embedment-concrete.........................................(Fig 5)..................................................7 in.-e 7" Q Bolt Embedment-masonry.........................................(Fig 5)............................................ in.>_ 15" N/A PlateWasher...............................................................(Fig 5)...............................................>_3"x 3"x 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q 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 at Endwalls ...................................................(Fig 9).................................................................... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).............:...................... Q Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)..........................314 in. Q Floor Sheathing Fastening...................................................(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. <_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 (780 CMR 5301.2.1.1)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).............................................................. 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 to Table 9) HeaderSpans .....................................:..................(Table 9).......................................:..6 ft 0 in. s 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)...................................I......8 ft 0 in. <_ 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 Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 " SheathingType..............................................(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)......................................................71% Q 5%Additional Sheathing for Wall with Opening >6'8" (Design Concepts)..................... Q Maximum Building Dimension, L Nominal Height of Tallest Opening2.....................................................................6'-8"<_6'8" Q SheathingType...............................................(note 4).........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less)..............................3 in. Q Field Nail Spacing..........................................(Table 11).....................................................12 in. Q Shear Connection (no.of 16d common nails)(Table 11)............................................................4 Q 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?.............................................................. ................................................................ Q AWC Guide to Wood Construction in High Wind Arens: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)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<_smaller of 2'or L/3 Q 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 .........................: . = 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<_smaller of 2'or L/2 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) ............ Q Roof Sheathing Thickness........................................... ...............................................5/8 in. >_7/16"WSP Q Roof Sheathing Fastening............................................(Table 2)............................................................8d Q THE PHEASANT MODEL-COTUIT MEADOWS MEETS THE CHECKLIST IN ITS ENTIRETY,THEREFORE THE FOLLOWING NOTE APPLIES-.7 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 (7s0 CMR 5301.2.1.1)1 -WHEN THIS EDGE RESTS ON RHAAAING USE&i NAPS AT6b(. -�..f1_-_—T----- --- 11 11 11 11 11 1 rl II 11 1 u 1.1 11 - 11 11 1 11 11 11 11 Ir II 11 11 1 11 11 II �[ r 1 11 It 6 1 11 Il 1 .c 11 11 r 1 II 1 11 Ir, I O tl 1'/ � II 11 rl Q I I r so n Il Q II 11 Ir 1 n 11 Yl :1 1.1 11 11 I1 � WZ li 11 � 1 It d 11 rl (S r I! d it Ir Y1 a u 11 1 u 11 � 1 11 Q II Ir W 1 p u 11 F, I I n 1 1 1 w r n rl 11 1 II u e - -•-f'1•� - IJf�Y - LIB NALSPACWG i ti } PANE;t See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment I AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 CC 1 1 1 , 1 1 1 1 1 1 1 Q LI I I Ij i FRAMING MEMBERS 1 i i EDGE WYERMEDIAT£ ya" 1 I I 1 1 1 y 1 1 �V STAGGERED NAIL PATTERN PANEL PANV EDGE DOUBLE NAIL EDGE SPAMG DEML Detail Vertical and Horizontal Nailing for Panel Attachment Home Energy Rating Certificate Rating Re be° Certified Energy Rater Chris Mazzola 21 Dove Tail Rating Date 06/02/2015 Cotuit, MA 02635 Rating Ordered For Bayside builders W Estimated Annual Energy Cost Use MMBtu Percent 5 Stars Plus Projected Rating Heating 29.3 7% HERS Index• 60 Cooling 2.4 11% Hot Water 15.4 2% Projected Rating: Based on Plans - Field Confirmation Required. Lights/Appliances 17.8 78% General Information Photovoltaics -0.0 -0% Conditioned Area 1539 sq. ft. House Type Single-family detached Service Charges 3% Conditioned Volume 12250 cubic ft. Foundation Unconditioned basement Total 64.9 100%, Bedrooms 3 Criteria Mechanical' Systems Features This home meets or exceeds the minimum criteria for the following: Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. 2012 International Energy Conservation Code Water Heating: Instant water heater, Natural gas, 0.82 EF, 0.0 Gal. Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 60.00 CFM25. Ventilation System Exhaust Only: 45 cfm, 6.0 watts. Programmable Thermostat Heat=No; Cool=No Building Shell Features Ceiling Flat R-38.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-37.6 Window Type U-Value: 0.300,SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 Energy Raters of Massachusettes Foundation Walls R-0.0 Method Blower door test 180 State Rd Suite 2 Upper Sagamore Beach MA 02562 Lights and Appliance Features 508-833-3100 Percent Interior Lighting 100.00 Range/Oven Fuel Electric info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator (kWh/yr) 691.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. © 1985-2014 Architectural Energy Corporation,Boulder, Colorado. The Nome Energy Rating Standard Disclosure for this home is available from the rating provider. ` TempPareelEdit Page 1 of 1 - , Logged In As: r� Wednesday,January 16 2008 Frank Schlegel New Pa Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 122 -77 Street Number: 21 Unit Dev Lot j LOT 122 .W ._. . ............... Road Name: DOVETAIL LANE T/R: l Sec. Road: T/R: ... _ Villlage: 07 -Cotult Pi Part of M/P: MAP 002 PCL 002 ............. .......:............„„W.,.,..,,,., ,. Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: , Updated: lJpdate v e® lete Ow d oh Q: . httn://i sso l2/Tntranet/Prondata/TemDPareelEdit.asDx?ID=Add 1/16/2008 x � w x o . onoIT _Erg off I I0 1 1 101 S tEVIEWED FRONT ELEVATION SMOKE I�ETECTOt _ SCALE: 1/4" = V_0't hAE�GDEPT-r DATE FIRE DEPARTMENT DA BOTH SIGNATURES ARE REQUIRED FOR PERMI k V v 3 z O Lu ® Lu Q FIT ® Lu E W � � z O O tj Q 3 > J N Lu � # w ® w ~O _ •IJ 'l3 t e V4r., N:; {ij.11. , SHEET , a L---J 141 REAR ELEVATION Jv N 0i r SCALE: 1/4" = V—O" e JOB: 1507 DRAWN BY: KW DATE: 6/2/15 tj• Z IF Ll FHF FFIL ❑ a ao � w s w LEFT ELEVATION (STREETI L---J I■■I SCALE: 1/4" = 1'-0" RIGHT ELEVATION SCALE: 1/4" = 1'-0" In \ \ 12 TYP. ROOF d 5 2x10's ® 16" O.G. R38 F.G. INSUL. \ "HURRICANE CLIP' R38 F.G. IN5UL./ 2x8'S FASTE RAFTERNERS AT ALL 5/8 PLYWOOD SHEATHING/ / TOP PLATE ASPHALT SHINGLES \ JUOTIONS TYP. xlA STRAPP NG 1/2'`GYP. ARD RIGID WIND WASH BARRIER REQUIRED HALL BA \H T EXTERIOR EDGE OF EXTERNPLATE co I 8'-11. \ 12 U 3 12 O BLOCKING 4'-O"O.C. Z Q 2x10'S® ib' O.C. ZxlO'S ® 16" O.G. IN FIRST TWO JOIST w Q TYP. EAVES BAYS FROM GABLE WALL O Ix8 FASCIA / Ix4 SECOND MEMBER I - Q CONTINUOUS VENTING DRIP EDGE 13R I Ix3 w STRAPPING (n Ix8 FRIEZE BD. W/ BED MOULDING q"T I 1/2" p w GYP. BOARC TYP. EXTERIOR WALL FOYER KITCHEN 2x6 EXT. STUDS ® 24" O.G./ Z 6' R21 F.G. INSUL./ 1/2' PLYWOOD SHEATHING/ I O O Q W.C. SHINGLESTYVEK WRAP/ 4'-0" 9'-O" FINISH FLOOR iI 3/4' OSB SUBFLOOR b' R30 FIBERGLASS IN5uL. 3 2x10'5 1a 16" O.C. 2x10'S P 16" O.C. U FT 2XIO'5 ® 16" O.C. w TYP. FOUNDATION WALL q'-2" 4x4 xP.T.IPOST J P.T. SILL ANCHORED 28" O.G. — 3-2x10 GIRT 8"x7'-9" CONCRETE —�= G2LVSONO TUB. METAL E' PIER GTYP. LLI # LU ��r-i�i ,3R BASEMENT DAMP PROOF BELOW GRADE N I -4 9"T IONI " CONTINUOUS FOOTING ' 1/2" LALLY COLUM 4S LLI O w I NOTE: 3 1/2' CONCRETE SLAB LJ 5/8" ANCHOR BOLTS 6 MIL VAPOR BARRIER EMBEDDED 7" 12-0 SPACED 28" O.G. 12" FROM CORNERS WASHERS 3"x3"xl/4" �_+ 5HEET 24'-0" 2 SECTION IIAII JOB: 1507 SCALE: 1/4" = 1'-0" DRAWN BY: KW DATE: 6/2/15 i; • 7'-9" 14' 0" w x SUN DECK oom ap AZEK _ m g '" V i N v x m Q �u w ty N x m ap a] N � n rir w � J , o o , O 0 _ Q BAT �_, O O �■■� o + 2x10'e o e 16"o.c. ` KITCHEN TW26410 ABOVE __ REF. (12'_- X 1-6") I DINING2'-8 1/6' X V-7/8' WOOD (13'-6" X 12'-0') LLJ WOOD HALL = TW26410 GARAGE m WOOD DN 01 o N 2'-8 1/5' X V-7/8' 4' CONCRETE SLAB N PITCH TOWARD DOORS ---------------- v v N N 5EDRODrl #1 (11'-4" X 1 '-0') Woo 1 - LIVING O (16'-0' X 12'-0") i TW26410 LID U 3 WOOD _ 2'-8 1/8" X W-7/8" in N z w p 2' 4' lup _0 Q Q 7'x9' O.W. DOOR 14'-4"= ' IV-0" _ LU 1 LU SEE DETAIL SWEET A6 (L/ O U- NARROW WALL BRACING 3 x x Iq x x N LL LLI m m m n n n r LU � = J 2'-6" 9'-0" 2'-6" 4-0" V-0" 7'-0" 7'-0" 6'-0" 4'-0" 14'-0" 34'-0" 48'-O" SQUARE FOOTAGE SHEET FIRST FLOOR PLAN FIRST FLOOR: 515 S.F. SECOND FLOOR: 583 S.F. SCALE: I/4" = I'-O" ROOM ABOVE GARAGE: 152 S.F. TOTAL SQUARE FOOTAGE: 1,580 5.F. JOB: 1507 DRAWN BY: KW DATE: 6/2/15 r- • w x 14'-0" 341-011 ~ 5'-0" 18'-4" 10'-8" IL xF a x X W x� x x c, M m W m mV 3 cn PON 2—1 '-8" U) KNEE WALL TILE' O T.V. LIN cr 4 —————— Lin m 6 71TM446 (TEMP) 30 1/8° X 57" o Twz446 I STUDIO/OFFICE - N 30 I/8' X 57° m (I3'-6' X 13'—b°) r�y� DN. CARPET BEDROOM- #2 ���✓/ TW2`46 C4 ——————————— (13'-4" x 13'-e') BEDROOM #3 6 30 1/8" x 57" CARPET (15'-4- X 11'-4") _ ® CARPET O KNEE WALL U 3 14'-4" " m 16'—O" —1 z O KNEE WALL KNEE WALL W [� Q W W � � O J LL. H 3 O O 14'-0" 34'-0" N W W W SECOND FLOOR PLAN SCALE: 1/4" = I'-O" SQUARE FOOTAGE SHEET FIRST FLOOR: 815 S.F. A A SECOND FLOOR: 583 S.F. ROOM ABOVE GARAGE: 182 S.F. TOTAL SQUARE FOOTAGE: 1,580 S.F. JOB: 1507 DRAWN BY: KW DATE: 6/2/15 f=� 48'-0' 14--0" 34'-0" u 2'-4" 5'-4" 5'-1" w -------------------------------, I I x j 2-2x10 GIRDER j 1 4x4 P.T. POST I GALV. METAL POST ANCHOR I j 10' "50NO TUBE" PIER TYP. j F_ 7 b BILGO " I5ULK14EADI i1 I a 0 I ?6ROP T O 1•4 s I I I I J _6' � �•c+.+ 'I"�.� r. �q: '43.:. r-F,*'7 .�'.t-.�. vR..•:� x .�.,s.,'��b._...�...wi'.-c,:���''s . NMI 8°x 46° CONCRETE WALL I "�',�,'. O 1p O m I • 16°x10° CONTINUOUS FOOTING TYP. t, o% BASEMENT - a . .. CONCRETE SLAB a ql; I I VAPOR BARRIER I : 7'-3° I 't I GARAGE 4' CONCRETE SLAB I SPLIT INT - p I PITCH TOWARD DOOR I I GIRT LOAD O v I Y BM I I v N I I ''� PKT -_ - � PKT 1 I � 3-2x10 GIRDER F-____ I - I L_____J 3 1/2" DIA. STEEL COLUMN I L— 3o°x3o'xl2' CONCRETE PAD dL r-----; I I-1 m--- u m i I I L r I DROP WALL 10" I - ----- �® 4 p i Z Q 0 DOOR L------ h I I Q 0 Z ?' L _ 8'x 7'-9° CONC. WALL I r - w �..� ;," 16'x10' CONTINUOUS FOOTING TYP. o I L o -- ———— — -- �iL — — — — — - s Z Pla-rUlm Nq N -.Z• — ——�——---—- ——=llnc————� .— ;u -—— -; — -�c'� e,—v'�. t;�.— ——— 3 OU z 04 2'-3" LU 14'-0" 54'-0" L1J 45'-0" FOUNDATION PLAN SCALE: 1/4" = 1'-0" NOTE: 5/8" ANCHOR BOLTS SHEET EMBEDDED C. SPACED 28° O.G. 12" FROM CORNERS WA5WERS 3"x3"xl/4" JOB: 1507 DRAWN BY: KW DATE: 6/2/15 • EXTEND HDR TO CORNE 2x6 DBL TOP PLATE RAFTER ® 16" O.C. HGT. x FULL STUD STUDS JACK STUD o ~ � NAIL TOP PLATE APPLY SIMPSON M57A18 CONNECTOR o o H2.5 EA. RAFTER •� TO BTM OF "DR op Al 2 ROWS OF 16d NAILS ON THE INSIDE FACE OF HEADER TO EACH JACK STUD 00 STRUCTURAL PANEL HEADER uo TOP PLATE NAILED 8d COMMON CONTINUOUS HEADER oo 3" O.C. EDGE AND FIELD CORNER TO CORNER OVER MULTIPLE OPENINGS DOOR TRIMMER STUDS ® RAFTER TO PLATE CONNECTION �■■� SCALE: N.T.S. 2— 5/5" ANCHOR BOLTS-- 5 PLATE WASHERS EACH NARROW WALL SECTION DOUBLE PON STAGGER NAILIN - INTO BOTH PLATES - - 2x6 DBL TOP PLATE VERTICAL - STRUCTURAL PANEL NAILED ad COMMON EDGE NARROW WALL BRACING AT GARAGE DOOR AND 1122" IN FIELD O SCALE: N.T.S. € - VERTICAL - DOUBLE ROW STRUCTURAL PANELS STAGGER NAILING BREAK ON SECOND FLOOR INTO BOTH PLATES RIM JOIST _-- 2xG DBL TOP PLATE = mi— Lu w La _Q - Q _ _ = SECOND FLOOR Vl W RIM JOIST w VERTICAL - VERTICAL = _ STRUCTURAL PANEL STRUCTURAL PANEL NAILED 6d COMMON NAILED 8d COMMON - ® 3" O.G. EDGE ® 3" O.G. EDGE - AND 12' IN FIELD AND 12" IN FIELD _ Q O O w 3 U ra J _N SHEAR WALL COMPLIANCE: � µ # 44 `+� W= 71% OF EACH WALL RUN L1J DOUBLE ROW aAi DOUBLE ROW tl� _ STAGGER NAILING I STAGGER NAILIN tl- VERTICAL SHEATHING WITH O INTO BOX AND SILL INTO BOX AND SILL I I-K�, - Sd NAILS 3" EDGE/12" FIELD = J II _ II (4)16d NAILS PER FT BOTTOM PLATE - i = L- 24% OF EACH WALL RUN VERTICAL SHEATHING WITH 8d NAILS 3" EDGE/12" FIELD I� II (4)16d NAILS PER FT BOTTOM PLATE II II SHEET II II it II I OFULL HEIGHT SHEATHING -SINGLE FLOOR ®FULL NEIGI4T SHEATHING -MULTI FLOOR Joa: 150� SCALE: N.T.S. SCALE: N.T.S. DRAWN BY: KW DATE: 6/2/15 C-D h Foundation Certification in Barnstable, MA Prepared For : 21 Dovetail Lane(Cotuit Meadows) . Subdivision of Barnstable Assessors 'Map: 002 Parcel: 002-122 Baxter Nye Engineering & Surveying Zone X (unshaded) ® FIRM Community Panel Number 0250001 0539 J y g g y g Effective Date July 16, 2014 Registered Professional OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Engineers and Land Surveyors OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. ® Deed 78 .North Street, 3rd Floor Book 23161 Page .59 H MA 02601 Barnstable Zoning Board of Appeals. No. 2005-082 ® Deed Book 21059 yannis, Page 158 Phone - (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1- ® Deed Book 22249 Page 282 Scale 1" 20' 08-04-2015 Job`Number: 2005-214 t7 Do.0 Q a SS, N/F ADRIENNE GONSALVES 99 DEED BOOK 28338 PAGE 124 S6 24 PARCEL ID: 002-002-121 a � 00 796 .0, _ --- ---- _.---- - - ------ _, -- A- -- - - �O ! �Oc' q�O CV /9), o, N/F AMY PHILO DEED BOOK 28357 PAGE ti SS 8959 � 256PARCEL ID: 002-002-123 N/F COTUIT MEADOWS HOMEOWNERS ASSOCIATION, INC. DEED BOOK 23161 PAGE 59 PARCEL ID: 002-002 OPEN SPACE o . E , d, - 3 - 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 �NOF ASS BARNSTABLE, ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION 'TO qc PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A SHANE y�'N SPECIAL FLOOD HAZARD AREA. M. a No THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. ca 48687 gOFESSU �`°e,Q REGISTERED 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 SUBDMSION PLANS. 4. COMMUNI7Y PANEL NUMBER. 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES: SITE IS NOT WITHIN AN A.C.E C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE o WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED Z \ HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS \ PROTECTION ACT REGULATIONS (310 CMR 10).SITE DOES NOT CONTAIN A " MAP OCTOBER 1. 2006 `CERTIFIED RTIFIED VEIM POOL PER NHESP CERTIFl VERNAL POOLS." SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER SMH2�. 1, 2006 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES INV OUT-57.s7 UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR 10) SITE IS WITHIN A STATE APPROVED ZONE II (MOUND WATER X ` ' RECHARGE PROTECTION AREA 0 x Q Cs r O x s5.o ,� ` p 8, -'� 65 Q CONSTRUCTION NOTES: �\ '� -c (� �� x 65.70 63.Q 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE x gyp, � s.,"��'s �• 65.0 SF� 64.5 65.9 y �g O�,\�S SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED x 4, LOT 121 PR �p• .,5.75 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. "F INV - 2. ALL GRADING, DRAINAGE; AND UTILITY NOTES ON SHEET C-5 FROM x 65.0 7.36 �qc THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, e DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. -65.0 �x 3. SEWER BUILDING CONNECTIONS: CURB ' CE 65.50 61+.x - MIN. COVER SHALL. BE 3 FT. 63.78 ' ,,� ,1, 9��3, - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES - / r AS REQUIRED BY BARNSTABLE DPW. s5.0 r ' 63 6 ?,o - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1%. 63.0 3.0 63. ,9 h 1 \ \ Yp . 64.50 r R • y��P 63.0 3.0 w �h PROP S NV h ?p•sF 83.Sx 63.90 ^� 64.5 �-58.47 MIN.s4.85 p ��c� �t \ \ Cotult Meadows Subdivision s3,9U 6 `. y , g x75 9 3� '_ ��., Cotuit•Barnstabie Uassachusetts U. 61.Q e2 �p `' •Bs c ,� 64.8 x `p `� s ? PREPARED FOR ' LOT 123 \ .� e • ~�� 64.5 x s3.a 3.21 COTUIT EQUITABLE HOUSING, LLC ry� ?� 2p � ��. 6 Sry G J W.5 C/F.�` ., P, 0. BOX 95 o LOT 12 90674f S.F. • 83.0 63.0 63.33 \�\ fir) CentorWile, MA o202 2f ACRE ,moo �4v `62 " 3.so \\� TITLE • gX Site Plan VEGETATED 12 F O ,� �\ Lot 122 21 Dovetail Lane DEEP RAIN 3 90 �� �� SMH #33 GARDEN (125 ��9 y INV TOUT 54 65 OP-e oA` ) r �`` �\�\ 4 BAXTER NYE ENGINEERING & SURVEYING BOTTOM-61.0 PROVIDE (1) 6' DIA. x 60.0 y 6' DEEP LEACHING 61,50 61 50 x 1 \ � �'' 6Q Registered Professional BASIN W/ 1' STONE �� �``�� ' `� `�� ' neers and Land Surveyors t\+of&4A. ALTERNATISURROUNDING (� \ Engi78 North Street,3rd Floor,Hyannis,MA 02601 EQUIVALENT VOLUME VEGETATED 12" 6� \ :�o� MATTHEW E OF gas CF) DEEP RAIN 2�\' , Phone-(508) 771-7502 Fax -(508)771-7622' W. CONNECT ALL ROOF GARDEN (125 \ f CIVIL . i No.43163 LEACHING BASINTOP 610RAGE) p�S. S} 20 0 20 40 BOTTOM-60.0 �,. GIs OPEN SPACE Te �� FS /ONAL ECG •6' ; SCALE IN FEET \ %' SCALE: 1" = 20' D 06- -15 REV. DATE. REMARKS ■ LOT 122 m DRAM NUMBER N 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214