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0067 SPRING BROOK LANE
Ae 7- ?6 1 t :KEY'E$ .ENTERPRISES ..UC 133`TOnset Road Orleans, MA 0265.3 508 255 0304 Dater. d JobAddress' O�. 5pe�r�t3c � �� �pst Insulation installed as follows: Exterior Walls Area R-Value 1Vlanufacturer T e yp 2.-:2 l �o�Pc� Ltc► �- � Floor System Axea, R-Value: Manufacturer` Type RooflCeiling 4 ` . :.:Area R Value Manufacturer _ ` Type gA& r F WATCHDOG � . � �hASE�� W.:ATE:R:PR.00:FINE Town of Barnstable sxsri►8%s T ; 200 Main 5tneet Tel (508).862 4Q38` l634. ti -: or '., INSPECTION. REPORT Date; 2/22L2Q1712 07 PM' Inspector: bowerse Permit Number: B-17-179 Name '0'BOYLE,JOHN;J'S MAUREEN A Address:,:67 SPRING BROOK LANE,COTUIT ............. Inspectlon'fy.pe InspectionmIte Status. Comments Building Frame A Inspection=Results" :FAIL, Framing walk through ok-waiting on lumbin ins ection R.. 9 P -: Inspection'.Overall;Comment-: Framing walk through ok to insulate; - Qverall Irispection:Status:< FAILED: Re-lnspeefion Date: Date' V28/20171 12 PM Inspector.:: bowerse; •Permit Number. B 17`=1:79> Name O'0OyLE,JQHN J 8 NlAUREEN A' Addrew,S SPRING BROOK LANE,;COTUIT Inspection Type Inspection,ltem: Status Comment; i Bdildmg Insulation; A-Inspection Results: BASS Insulation OK need'installers certificate Inspection`Overah Com,ment. Insulation OK Qverall Inspection Status-. PASS; Re Inspectiori,Date Inspector Initials:_ Person in Gharge Initials Total Scoie 1 Q0: Bowers, Edwin From Bowers, Edwin Sent: Thursday, May 25, 2017 8:15 AM ; Tad: 'aabuilding@comcast.net' Subject:- Permit/Application: B-17-179 at 67 SPRING BROOK LANE, COTUIT for Building - Alteration INTERIOR Work Only- Residential This permit is still open and cannot be closed until the final plumbing inspection is completed and recorded Thank you Edwin Bowers Town of Barnstable Building Inspector 508-862-4025 1 Bowers, Edwin From: Paul Rhude <prhude@cotuitfire.org> Sent: Friday, September 08, 2017 9:12 AM To: Bowers, Edwin Cc: kelsey@baysideelec.com Subject: 29 Springbrook Lane and 48 Pheasant Hill Cir inspections passed Ed, Could you please check off 29 Springbrook Lane and 48 Pheasant Hill Cir for new construction fire inspection? I did 48 Pheaassant,Hill a couple weeks ago and may have forgotten to email you.Sorry.' Thanks, Paul _ Paul Rhude, Chief Cotuit Fire 64 High St. Po Box 1632 , Cotuit, MA 02635 (508)428-2210 Office (508)274-6086 Cell - 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Q—IYI � ed b / a _ TOWN OF BARNST.AS Map Parcel— Health application # Health Division P117 1`9 93 Fill ?• -Date Issued Conservation Division Application Fee Planning Dept. ,Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address r /ai-, 4�% Village cc) t,. i { Owner ern 610 L ✓� ev Address Telephone Permit Request r ir► en, t, Ale u Ace--f Arcrc_k" , &J Gam e 0CM .. Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation (, / X Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family tl' Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes (P No On Old King's Highway: ❑Yes 4d No Basement Type: ❑ Full ❑ Crawl IR Walkout ❑ Other Basement Finished Area (sq.ft.) /E!0 c Basement Unfinished Area (sq.ft) Number of Baths: Full: existing 2 new Half: existing >' new Number of Bedrooms: 1� existing —new Total Room Count (not including baths): existing 7 new First Floor Room Count J Heat Type and Fuel: 8GaS ❑ Oil ❑ Electric ❑ Other Central Air: Q Yes ❑ No Fireplaces: Existing Xez New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: 1311,existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION I (BUILDER ORHOMEOWNER) Name i R to �af tdi,r1 N g Re yedd1 N 1 Telephone Number Address 60'f O"� YA License # C IC Zc� L tto,f K wl r-t W 3 3 Home Improvement Contractor# I c}'/b YY Email 6 A You i. 4'0 1 G CO iAkc-&', • 0 e-4• Worker's Compensation # Vcc le,3 - 2E � gal ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE Ci (Z2 3�%>z FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION � ! �NS OK FIREPLACE ELECTRICAL: ROUGH FINAL _ PLUMBING: ROUGH FINAL GAS: ROUGH FINALJ � � FINAL BUILDING a 3v DATE CLOSED OUT ASSOCIATION PLAN NO. Ce zurnmmeu i eMawarAusear • ���t�e�t tr,�' sh�ia�Accid�s ' r 600 Washirrgii} S reet _ . Boston,MA 02111 • wfv�a�m�grr���ia Wcwkers' CumpensaffimL mmuce Affidavit SwldeIm/Cuntr���� era AypHexid Iuhrm,aiion Please Print Ad e City{ k N j4 o 26 Phases Z go - .f913 Are�u an employer?Qieck.tbe apprapriate barn Type of project(require*- I.L"1 I oat a empoopes�ert17 S 4. ❑I am a ge�c contmctar and I employees(:cumanfor pm"me).* fmve hiredSse salt-cotes fi_ New consan 2.❑ I am a sole prupdoor orpartaw- �listed omthe a•Et$ched sheet I'- '❑Rem deumg slap and lsaae no employees These smb-coatrad=have S_ El Demolition warm g for me i a any capacity. emildayees andhave wages' [No wagon&camp-ice comp.n+SMMnc I g- 0 Bntlrmg addifiaa. ] 5_ ❑ We are a•cmpoz6m and its 1 ❑ repaizs ar ad #iaas 3.❑ lama h=emmmardain all work affices ham exarised their 11-El Ph ngingrepaim or&d&ioms myself[IJo worlmmv oomp. rthL of emmmpg=per M(M 17 0 Eoafiepairs immmnceregaimd-j t c-M§1(4)6 andwelmeno LI.00iker' employees.[No wa&ess camp_msmszz requimd-] •�S �tCf12C�Sj]OS���SISQ f,�OI�'�SBC1LOal]e� �Ca'iPO�GeSz�Pnmfinnpp� � y . IDeD91ffiSl{�IO Suh�3 des Sf Pam' il� �S�SGQ��d B7ffi�iYIE C4b7�E Cffiym5t} jt fiIIEW 8�Id4'� a rncT. f('a—Cja' Lt shed Sb-dkgthen—oEthe sob-ca zmd stfevrhdhes ormmihme limm • employees,Ifthe^zc,,,�..:_..;u,h�ee�ers,Bse}'mustgms�de•ih�r u�'to�p.geTicga�bez . lam art erripIopsr f�iatis prauirlirtg tvari�ers'tame rtsafitrrt irisruam:s jvr cQcp Eeloav is tF,6Ptrrtcy=d job ate iu�orm�btt. _ Is caCommgsauyName: rSSex 1%t4rir©Cr1PP Gou���a144 _ 'Paficg 4 or Self-izti Uc_#: je G-S-D 4 'S 12 C�/ 3 ''L0 Job � r� Ad&e= ors ; Ce tau r /H lA doll a mpg of fhe Markers'compeusaiioapolicf deciaration page(showing the ponry number and expiration oiat* Failure to serum coverage as requiredunderSection 25A of MGL c-152 can lead to iite imtposilian of mimiiial penalties of a free up to$l,Saa OQ and ror sae-gearimpdsmmenk as well as civil penalties in fhe fo=of a STOP WORK ORDER and s Eme of up to$25,0-W a day against the 4ioLdar. Be aotrised flNd a Copy of this zhkmemt maybe forwarded fn the Office of Ia:restegatioms of flee DIA fiw fimmumce coverage vedffbadou- Ida hereby csr y rt andPer lies gerg attlis irtfar vr�protiderl abates i�true utui correct Date: 1hMe rksue - 2�'0913 . toad am early: Da not wrke in to wo,to be CMBpfeted by city artairn £ ' CkF or Taws: PeV:tf Tssuig 4mffinrdy(cir6e oiw): L B d of$cal* 1.Buff&g Dqm went 3.CAyjrown(l!rIi 4.Electrical hmPwtar S.PfmzUihg hmpeetflr 6.Mar Coact Persam Phow 9- 6 11: •s JUI.�... . - -.:..T� �.OI i.. _t ii.■1/ .•►F 1. .1 . .- ••.).,�.. r•1■■1■.4 .1.•L 1.1 t.- a ' ■ JI 1I I r J •�1■■1�. _ .l■ ../. •ltf: V:■ a■�F ul. :•1••tY1■•11 !•1 •• .1..1■ •1 ■N -'!: �•1•l • .G ..■ ••• • ■.•1 - • ■■- 1.1 -••n �._r.::• n .u :fna:f n■�� _n• n u n1.. i. :la t■.•• .1.. •-1 t/rF■1. .a.R•tiYl..lt •1 •i■ -•J% as a( • ■.1■ •• .■_ �.((• ••�w i•• •�' t1- .••• • •• I.• ■•t - ..`/._ .I ..•1 - ...■1 .lt i" .1•:■ .1■i•IL :■t■ •'.• wY• ■■�! �f.. .1 [.- • Mt1•%t■1 • ■■ [• -I ►■ ■•11._ • :a.•■t� '.. iittl• /• .iih al■ f1 .•■ Ir•call.:!..■■r- •1• f ■r•/t •1 ..11 "•■. •1■ . 1 ■•• I..■� •.to- • -11 ■ 1 ■r •ter:.. 1 • .t iilat• ••■t�■1 /_ 1:�.1:l ■. • :■• .'..1• • • all is J •■a■■ . .to a a1 .■•■•I a.r../■1 t■ • YI.- 1•'G i Y_ 1- I _■■•� .Y•I_ __ t 1 1 ■1 ■• . 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( _n r: a .r. .•.r r .0 n■ :n• 1.• a •■ ..• .■■ •a:..•1■ ■■- V•'1 ••■Zi 1 .of :,d. ■' P■1•la- .It a 1: ■p1u•�' long s_. • r a PROPOSAL A&A Building and Remodeling,Inc. 17 Balfour Lane,Unit K Chatham,MA 02633 Phone: 508-348-0065 Fax: 508-348-0021 Cell: 508-280-7913 www.AABuildineRemodeline.com Proposal submitted to: John O'Boyle 67 Spring Brook Lane Cotuit,MA January 20,2017 We hereby submit our proposal to perform the following work in the basement level at the above- mentioned address: • Flooring: Furnish and install moisture barrier underlayment Furnish and install pre-finished engineered hardwood flooring Tile for bathroom floor • Walls: 0. Frame interior partitions Furnish and install wall insulation Furnish and install drywall All drywall seams in living spaces to be taped,mudded and sanded;the utility side of interior partitions will receive unfinished drywall sheets to seal in batt insulation. All new wall and hard ceiling surfaces shall be primed and painted;2 top coats • Furnish and install 2'x 2'suspended acoustical ceiling system • Furnish,install and paint baseboard and door casings,and miscellaneous finish carpentry • Form and file shower pan and tile shower walls • Furnish, install and plumb sink/vanity/faucet • Furnish and install exhaust fan light/combination • Furnish and install toilet • Connect waste line to existing ejector pump • Furnish and install bathroom ceiling venting fan • Furnish and install.16 recessed lighting fixtures,and code coverage of outlets and switches Install ductwork and controls for heating and air conditioning;use existing spare system zone • General Conditions;contractor responsible for.... • All permits • All construction-related trash removal and site clean-up TOTAL PROJECT COST $61,777 a PAYMENT TERMS 40%�deposit due upon contract signing to cover materials and subcontracts 20%upon project start 30%upon inspection sign-offs 10%due upon completion of punch list OTHER TERMSICLARIFICATIONS • There is a combined$2,500 product allowance for the shower fixtures,toilet,vanity wlsink and lavatory faucet and glass shower door/wall: Should the actual cost of these items vary up or down based on customer's final selection,the contract price will be adjusted accordingly. The work is scheduled for 6-7 weeks,after receipt of permit • Work beyond stated scope will be performed for$68.00 per man hour plus cost of materials. • Installation shall be warrantied for one year • This proposal is for the above-stated work. It excludes items not specifically called out,above. A&A Building and Remodeling,.Inc.will provide cleanup on a regular basis,and all debris will be removed from site. All products installed by A&A Building and Remodeling,Inc.will be to manufacturer's specifications. All work will be performed by insured professionals.. All material is guaranteed to be as specified,and the above work will be performed and completed in a workmanlike manner. Owner to carry homeowner's policy. Workmen's compensation and public liability insurance on above work to be placed on the residence as a consequence of the contract: Owners who secure their own construction-related permits or deal with unregistered contractors will be excluded from the guaranty fund. In the event of non-payment,costs of collection,including attorney's fees will be recoverable, . We look forward to working with you,please call if any you have any questions; Sincerely, Artak Sahakyan(Art) Customer Signature A&A Building and Remodeling,Inc. Date Date Note: This proposal is valid for 45 days. o-d AC oRo CERTIFICATE OF LIABILITY INSURANCE °ATE`M`w°°,YY 1/19/2017Y' 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, EXTEN'v 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 pollcy(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 Catherine Murray CIC The Oceanside Insurance'Group PHONE (508)398-2282. AaC No):(508)760-2211 E-MAIL ADDRESS:catherine@Oceansideinsurance.com i PO BOX 38 INSURER(S)AFFORDING COVERAGE NAIC A West Dennis MA 02670 INSURERAESsex Insurance Company INSURED INSURERB:Evanston Ins Co A & A Building & Remodeling, Inc. INSURERCAssociated Employers Ins CO PO BOX 1667 INSURER D: INSURER E: South Dennis MA 02 660 INSURER F COVERAGES CERTIFICATE NUMBER-CL1711904853 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 D SUBR POLICY EFF POLICY EXP LTR POLICY NUMBER M D M/ LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS MADE ®OCCUR DAMAGE TO RENTED 100,000 PREMISES Ea ocmmmce $ 3ED4990 3/9/2016 3/9/2017 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 11000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X PRO- ❑ JECT LOC PRODUCTS-COMP/OPAGG $ 2,000,000 POLICY❑ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE U R $ Ea accident ANY AUTO BODILY INJURY(Per person) $ AO AUTOS OWNED UESULED AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS PeraWdent $ $ X UMBRELLA LIAB OCCUR EACH OCCURRENCE S 1,000,000 B EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED X RETENTION$ 5,000 NXLV10LE106757 3/9/2016 3/9/2017 $ WORKERS EMPLO RV LIABILITY YIN STA AND ME I X I ERH ANY PROPRIETORIPARTNERIEXECUTIVE E.L. 000 EACH ACCIDENT $ 1000 OFFICER/MEMBER EXCLUDED? a N I A E. C (Mandatory In NH) Y1CC-500-5012813-2017A 1/18/2017 1/18/2018 E.L DISEASE-EA EMPLOYE $ 1 000,000 If yes,describe under E.L.DISEASE-POLICY,LIMIT $ 1 000 000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached it more space is required) Insurance coverage is limited to t.he. terms conditions exclusions other r r , . limitations and endorsement of the li po cy. Nothing contained in the certificate of insurance shall be deemed to have altered, waived, or extended the covera e' rovided bypo licy Provisions. , s CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. , AUTHORIZED REPRESENTATIVE C Barber, CIC/MC ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 onumi f Massachusetts Department of Public Safety Board of Building Regulations and Standards License:CS-O71620 Construction Superviso ' n b l' GEORGE M SILVEIRA 96 DEAN ST RAYNHAM MA 0276T Commissioner 01/20/2018 !:Jf/C-�OltllltOYlt�E�t���:�dltt�INJI�rS:. _ lion Val for iadividnl use only Mice of Cori==Aiiairs Sst3nsiaess tdaft 9:icensC oi'.Pegisti H' before:t➢�e:espieatlooftte. Iffbme,K m40: E ItIRWO!/E Wff COKMCTOR offift if Comwer.Afrahs and .)EZ Iatian 1191tratio TYW 10,Fa*plan--Sni4e5190 E�At�at SupptementCard Eoston,MA-0211 --�. A&A BUILDING&MODIdC.. GEORGE_SlLVEIRA ` .9 � 17t3AI.FOUR:LAhiE�E.•_,.._::;. ..-:—o-- CHATHI K MA02633 Ua6erse sr9. ♦ 6 Sd4 - � 1�-o v4• h I ! BED RM 02 OFFqCF _ :a 24 ' si sVJe 7/s (.)A w .ems I on I I Lo" I BATM#2 ! 1Lam M qm_'w4t f 1 WTO _ a --' - I � W-r . -f-V M-0 • w-a SECOND FLOOR PLAN . LE:1/4' 1'-& .. - _T!LNffi 1/M= 1. '......._...y.. -0 O SUNROOM b C)O MASTER a 'o g�RM ' ------------------- rt-0' 'lQ I '� EE22 1( § p a tv.M= 07 I O 00 a m vm-Im iro I ---- ri+Ssuo FAMILY RM i. ❑' m�•M �- ------------------ ae vbnn PoST 9 9A Y NIONS Sf ABwE FLUSH I � I 1 rr c• i i HK @A7H u LIVING RM - I oek iva - . use 1 _ I oil , A FIRST FL`flOR PI�I IPO 2f4 SCALE.-IA'.1'-O(.n rQ m Coe joc�JS �K ' J r1 - ; --------— -- ---{ --� - !y1 b !t 1 1 C3 I I zr aver inen n,...• ----- I 4 � mom} I r--•• i t l � t l I I �' � t I•� � I i p�q �F t •��.j. t t i I I i 11 1 1 1 1 1 -----------------—'---- J. �--j 1- ------------ F t Ian ---r------- --- ------------- -- ----- , i 1 � wer } 1 - 1{ I p x i IFKr L J -xc 16 — -- ----------- --- — --mom III 7 ' 2 I AT C=R am HALL* 1 ! t`1 I"1 @roar `r-------. ———————— �-- ---- • ALM 1.I wua I'IGARAGEt=.1 SW ANO;M%Oft-M ETM®OM'P 1 I=t SPA4®by O.C.ls'm•�miMIW9100NIGIr FJWMWASHERS W.&WO I_ FOUNDATION PLAN 6 1; it SCALE.vc.r-a• • I: 1 2C-W R-T f4 f-Y NO = v , i W-0 e4• B-w tYR �!-Lea Omni i 4{eG►pP{.T.Pe•T' •m Tuar w; a•••m F-r _---- 5 I I I I I puwnAq I� I 1 i i 1 1 i F I 1 ___J L_—J L l ----------- --- ------------- -- ----- -------- I I t I i C A FULL AGNFNT c. • q - — — i�ur comcrsm m.veuwa Fe-w 1 I I L— POW m5et b tl4�PAD I F § - —, e•R R l , ca aa• - da• 777— j In�iT L_J I f iiil Lf LC_7 I L=J '_:J pffI i $ I I ee54e"COMM I AMD - - I L_____________ _____ § 1 aP:asr � I �• A• 'uSaO wmiHG i 1 � 3 1 § COOP w TO I i - I, AT of 5M +a --__--_ —__.__._—__ I`I - I L----------=-------------J . :s 1,'1 ' -------- 1-- ' ---- B i 13I xI GARAGE a mw�amart eve i WO'ADED T�� = SPACED 3Y O.C. Erswieor'4mrtuim oo nn 1`1 § - W FROM CORNERS WASHERS 3S35O/4 I I I>I FOUNDATION PLAN v 11 ICI _ el < 1 I o cam � AT M I; sl • 1fd _ W-V - a'O f-9• yy 6••p• -'3 �•_ _ 0-4 W r I Town of Barnstable Regulatory Services - Ftt+etio Richard V. Scali, Director Building Division. BARNSTABLE &UMST"L'. « BAiN5iA5tE•vE111FM1NllF•CGNR•HtA4N15 MASS. � Thomas Perry, CBO 16 noe;rS3 BRHS A&F 16 39-201,-201i �f01A°�A Building Commissioner �Dg 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 - Fax: 508-790-6230 August 7; 2014 Dear.Mr. Boyle, Re: Electrical permit request for 67 Spring Brook Ln. C We are returning your request for an electrical permit as we are unable to issue, this permit as you are not entitled to obtain an electrical permit as the relative of the property owner. You must be the owner of the property and have a working knowledge of electricity in order to obtain an electrical permit, You may contact me if you have any questions regarding the matter: Sincerely, William Amara Inspector of Wires Town of Barnstable 508-862-4089 Town of Barnstable -, Building Department - 200 Main Street * MAS& • Hyannis, MA 02601 9 MASS. 16.39. . (508) 862-4038 RFD MA'S A Certificate of Occupancy . Application Number: 201403344 CO Number: 20140138 Parcel ID: 002002096 CO Issue Date: 10121114 Location: 67 SPRING BROOK 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: 4'inff/epartment Signature Date Signed i TOWN OF BARNSTABLE .: H t � di ng 201403344' • * BARNSTABLE, Issue Date: 06/23/14 Permit 9 MASS i639• a� Applicant: BAYSIDE BUILDING,INC Permit Number: B 20141561 FD Mi►� Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 12/21/14 Location 67 SPRING BROOK LANE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002096 Permit Fee$ 1,122.00 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 220,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A 3 BED,2 1/2 BATH CAPE STYLE HOME WITH AN THIS CARD MUST BE KEPT POSTED UNTIL FINAL ATTACHED 2 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 OCCUPY ANY STREET;ALLEY;OR SIDEWALK OR ANY PART THEREOF,:EITHER ORARB.Y R P N CROACHIvIENTS ON-PUBLICP.ROPERTY;'NO . ,.. R SPECIFICALLY PERMITTED UNDER THE BUILDING COD :MUST BE APPROVED;BY THE-JURI TI SDICON. STREET ORAL, GRADES L SDEPTH ND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS..THE ISSUANCE OF THIS PERMIT DOES NOTAELEASE-THE APPLICANT FROMfiHE 60NDTTIONS OF-ANY APPLICABLESUBDIVISION". 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 CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). PST THIS CkRDt SOXIIAT:Is VISIBLE FROM THE STREET- BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 43-►'5L^ 2I'1 , Imp � 1� � 2 r_71 � I 0l 1( � o �a/211�y 3 1 Heating Inspection Approvals Engineering Dept �v4�,s Fire Dept 2 `�i�h � r A ABd of CI go\ 0 'le"-a Duct Leakage Test Form Customer Information: Test Conditions: Name: Bayside Building Date: 10/14/2014 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): 2135 Email: System Airflow(cfm): .1600 Cooling Size(tons): Heating Size(btu): 100,000 Building Address: (if different from above) Primary Location of Street: 101 Pheasant Hill Circle Supply Ductwork: Basement City/State:. Cotuit Ma. Primary Location of Return Ductwork: Basement Comments: System located in the basement on on two zones#1 First floor#2 Second floor 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#201405966 Total Leakage Test Depress Press Outside Leakage Test Depress Press Test Pressure: (Pa) Test Pressure: {Pa) Fan Press Baseline Duct Pressure(opti Pa .Duct Press. Flow Ring Duct Press. Flow Ring Fan Press Flow(cfm) Flow(cfm) (Pa) Installed (Pa) Installed (Pa) 25 3 111 Fan Model/SN: Results: Outside Leakage(cfm): Fan Model/SN: Outside Leakage as% System Airflow: Results: 111 Outside Leakage as Total Leakage(cfm): Floor Area: Total Leakage as System Airflow: Eric Whiteley Toal Leakage as% 5.2 VERNONW. eric@wvwhiteley.com Floor Area: INC. � 28 Village Landing P.O. Box 1266 W.Chatham, MA 02669 Plumbing# Heating T 508-945-1100 Air Conditioning F 508-945-5549 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION « < LJ Map Parcel Application # 2�f Health Division Date Issued =62,3 `� Conservation Division Application Fee Planning Dept. -a Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Y Village 22 Owner Cn4U4 &S1 q Address �- `� 9�JU !_ 6MJ W Telephone Permit Request D Zallel :Square feet: 1 st floor: existing Q proposed 2nd floor: existing proposed Total new �Jyq Zoning District Flood Plain C, Groundwater Overlay Project Valuation �� Construction Type ��1 W' ,Lot Size '�, 5bA Grandfathered: ❑Yes �kNo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of.Existing Structure Historic House: ❑Yes 44No On Old King's Highway: ❑Yes 21 No Basement Type: .Full ❑ Crawl ❑Walkout ❑ Other 1 Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) �(Q Number of Baths: Full: existing new Half: existing new Number of Bedrooms: -existing3 new Total Room Count (not including baths): existing new First Floor Roo Count. Heat Type and Fuel: 4dGas ❑ Oil ❑ Electric ❑ Other 100 Central Air: Yes ❑ No Fireplaces: Existing New Existing wood/coal'stove'Lll Yet ❑ No ,a Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size Barn: ❑ existing O'new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: , K Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 0_No If yes, site plan review# Current Use \19�_Xka Proposed UseQ� APPLICANT INFORMATION ` (BUILDER OR HOMEOWNER) Telephone Number. _ — ( � Address q License # Home Improvement Contractor# ' ;x Email Worker's Compensation # ' ALL CONSTRUCTION DEB S ESULTING M THIS PROJECT WILL BETAKEN TO SIGNATURE > DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. r ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION 65JZN�I'/ FRAME .� INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL I _ FINAL BUILDING DATlE-MOSED OUT ti A:$SA,CION PLAN NO. Department of Industrial Accidents Office of Investigations 600 Mashingtan Street ,w Boston,MA 02111 M s'" w w-w.mass a ov1dia Workers' Compewation Insurance Affldaiit: Buildirs/Contractors/Electricians/Plumbers Al PHeant hikrmation Please Print Lezibly Name Pusiness/organzation/ludividual): 6 Address: Citylstatelzip:6-47Vf VIA AA Phone#: Are you an employer?Check the apprdpriate bo p.- Type of project(required): 1.ElI am a employer with 4. [YI am a general contractor and I 6. ( New construction , employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet 8• ❑Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for mein any capacity. workers' comp.insurance. 9. ❑Building addition [No workers' comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I airs a homeowner doing all work' right of exemption per MGL 11.0 Plumbing repairs or additions inys elf [No workers' comp. c. 152, §1(4),and we have no 12:❑ Roof repairs insurance required..] t employees.-[No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also f Il out the section below showing their worker;'compensation policy information: t Homeowners Rho.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-contca.otors and their workers'comp.policy information. I am oat employer that is providing workers'compensation insurance for my employees. Below is the policy sand fob sire inforxa-aartion. . Insurance Company Name:° - Policy#or Self-ins.Lic.#:_ 1`��P��¢7i� _ _ Expiration Date: Job Site Address: City/State/Zip: l 3� Attach a copy of the workers corrFpe atio-n policy declaration page(showing the policy number anal expiration .ate). Failuie to secure coverage as required under Section 25A of MGL c. 152 can lead to the irnposition•of.criminalpenalties of a fine up to$1,500.00 and/or one-year inlprisomnent; as well as civil penalties in the form of a STOP WORK ORDER and a fiat of up to$250.00 a day.against the violator. Bb advised that.a copy of this stateni}nt maybe forRTarded to-the Office of Investigations,of the DIA for insurance coverage verification. I do Irereby cerd y under the pains and penalties of pcijuty drat the hTornmttion provided above is true zd correct. siallature: Date: Phone M f� Official use only. Do K.ot write in ihEs area,to be completed by city or town offacial City or Town: Permit/License 4 Issuing Authority (Circle cane): 1.Board of Health 2.Building Department 3.City/ToNoa Clerk 4.Electrical In:speetor 5.Plumbing Inspector 6. Other - Contact Person: Phone#: Subcontractors Insurance 2012 G'L Policy GL Policy WC,Policy WC Policy t Sub Contractor Effectwe 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 508-79073517 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 ��: , '. 1 . . I . I ... � '- ' - - : � . .1 . i I.. : . . I - � - � 1 " . . � . . . . ��,� ".." ,-".,'�.. , ,.. " , 6 - C' �. ,�-;9.I:�:.,:;�.:,.;.�.1I�.I�:��.�-I,�,t-,II:.-I�I,:�.:.:.,.�,.�,I.,"...I:.,I,.,,;.::..�.�;.II,.��:.��,.��F,.�.%1 .u ..�.v._.c LL......ay...ne.a...<d.w..v..-lw..vv..1�.m... i.x.wt�.-a..+wrs+._c.+w:a....s.s l:..v.u..y`t....:.���..�.6 i�,"""�������. - 1nt Massachusetts -Departmenfiof Public Safety �:�14.-�:"',`�.I',,..rI-.;,11,��.,��,�.,.�!,'I�',:.%�.�-.�-'A,:'',.'�..,%:..:�'.i.,...�:�.'e,�;'i-�.,':�z.,,.1',,:..,�-:��--,;,."-;%'I;.��',:�:,,,-,-7 I%:i.;,,'-��I.,.l�I-kI''.W,I,:.—;'-.�1.'�i�.,'-.��."-1.�,,...������I.��,';_.�..'-,-1�'--I.:''�'�--1:�_'-���...'-'1,"...,l,�'.,;��I:.'.-'.i� 1..,%-�I-,.I�::II'."I...i.��.',..,:..L I 1�.�:�,��:-i�..,�.'-.I,I:,�..�,.���II-��I.::I:��...,��,.I.:I.%..I.I�1',..I m._,.I�'t.I.;.�..�I I....1..:.:.,�..� 1........1.0�,1 I,I-�1..::::::��I' Board of Building Regulations and Standards Construction Supervisor License: CS005645 BR T DACEY�= '� PO BOX 95 j CENTERVII.LE IVIA 2 31 ' / K f F n j i , , i �,,�,,.�J " "'�� Expiration f t Commissioner 04/1912016 t - - r , `' , r r . . .. . . ,.-. '. . ,. ., - - - , . . - y . f r 1.;' - - LS: �, - . .. .. .. .. -. :. ... . . ... ... _ .,-. . - Y f °FIKEZ ' . Town of Barnstable y Regulatory Servaices t �B Thomas F. Geiler,Director BuRd ng Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,1,a 02601 Ym w.t o wn,b arnst ab l e.ma.u s Office: 508-862-4038 Fax: 508-790-6230 Properly Ov1ner Must Complete and Sign 'fhis Section If Usirng ABuilder Ge 4 , is Owner of the subject property herebyauthorize to act on my behalf, in all matters relative to.work authorized by this building permit application for: , (Ad.dr�s of Job) Si gna e of er Date Print Name Q:FORN?S:OWNERPERA4IS SION -A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (Ise CNM 530 .2.1,A)l THE OSPREY MODEL W/SUNROOM, 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) .............. : .................................8<_ 12:12 Q MeanRoof Height ................................:....................................(Fig 2)......................... ...................16 ft <_33' Q Building Width,W .... :. .............................. ...................(Fig 3)... .................................. ......... 52 ft <_80' Q Building Length, L .................................................... .....:...(Fig 3)..................:.....:..: 64 ft <_80' Q Building Aspect Ratio(LNV) ............ ..................... .........(Fig 4)............... ......... ...................1.25 <_3:1 Q Nominal Height of Tallest 0pening2 ................. (Fig 4).:. :, :.:6'-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 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) .:........!....................... ............ 132 in. Q. Bolt Spacing from end/joint.of plate ............................(Fig 5)............... ....... ..........12 in.<_6"-12" Q . Bolt Embedment—concrete...... ,.:... (Fig 5).............. ......... > Bolt Embedment-masonry...............:.. :,...........(Fig 5)::. in.>_ 15 N/A Plate Washer.... .........(Fig 5)... .........................................>_3°x 3"x'/<° Q i 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):1. :........................ :.:.. ft :5d N/A . . .- Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall...... ....:...(Fig 0)............................ ....................._: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)..........................3/4 in... . Q Floor Sheathing Fastening... ....... ...................... .........(Table 2)...........8 d nails at 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. s 24"o.c. Q Wall Story Offsets ...................... :.::.......................:...(Figs 7&8)....... ......;.. .................._ft _<d N/A -A WC-Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone "Massachusetts Checklist for Compliance (7s0 CMR 530 .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 g .: ..................(Fig 11).:.....::::...:................................: ft>_W/3 N/A WSP Attic Floor Len th..:........................ . 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 0 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) Header Spans ......... . ............... .(Table 9)..........................................6 ft 0 in: < 11' Q Sill Plate Spans .....................1. ................. .........(Table 9)........... ...............3 ft 0 in,:5 11. Q Full Height Studs: (no. of studs) (T ) 3 Q .......... able 9 ................................. 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 Sans..............p .......... ................................(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 Openingz .........................:........................... ..... ........6'-8":5 68` . Q Sheathing Type....................... ......:.: .........(note 4). :......................... ..................WSP Q Edge Nail Spacing _ ) Q g P g...:.. ................ .......;.(Table 10 or note 4:if less ..................... ... 3 in... 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)......... .. .52% ........................ 5%Additional Sheathing for Wall with Opening>6'8 (Design Concepts)................. Q Maximum Building Dimension, L Nominal Height of Tallest Openingz.... ................................:..........................::..:6'-8"<_68" Q SheathingType ......... YP (note 4).................:.......................................WSP . 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)...... .................................................36% Q. 5%Additional Sheathing for.Wall with Opening>6,8".(Design Concepts).;....I.............. N/A Wall Cladding Rated for Wind Speed?. ......... ..................... ........ ......... ........... ............. Q -A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone . Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)' 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool, see BBRS Website) Q Roof Overhang ...................................................: (Figure 19)........::.:.:.2/3 ft<_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 pif 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<_smaller of 2'or U2 N/A Truss or Rafter Connections at Non=Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)...::............................ ........U= lb. N/A Lateral (no. of 16d common nails)...(Table 14)..... ................................L= lb. N/A Roof Sheathing Type.... ..............................(per 780 CMR Chapters 58 and 59) ..... .. Q Roof Sheathing.Thickness........ ............................... ............. ...............................5/8 in.>7/16"WSP Q Roof Sheathing Fastening.......................................... (Table 2 T ) .........................8d Q �F0HEOSPREY MODEL WI SUNROOM MEETS THECHECKLIST IN ITS ENTIRETY,THEREFORETHE LLOWING 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 . -A WC,Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 536 .2.1.1)1 WHMTMEDGEFEMON LWSdNAtS : AT6bc. 11 11 i i 11 11 1 11 - Ir 7 tl 11 .0 11 I l i ' Il it IP OD rd IL �1 11 11 I I - 11 1 . IL u !11 ' II .II 11 7 I1, .. 11 t1 7s i I ii 11 1 060OL E S YGE `------ NAIESPACING ;+ PANES Y See©etW on Next Page Vertical and Horizontal Nailing for Panel Attachment A WC,Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone , Massachusetts Checklist for Compliance (7g0 CMR 5301.2.1.1)' Uj CC rw / m FRMgING MEMBERS CCCIIIIII i i / EDGH RTFERMEDIATE IN 31M 1 1 � r1 1 STAriGERED: 3"MIN AWLPATTEAN PANEL PANWeL EDGE -Q DOUE LE NAIL EDGE SPAONG DETAL Detail Verlical and Horizontal Nailing for.Panel Attachment : I 4EScheck Software Version 4.5.0 Compliance Certificate Project THE OSPREY MODEL W/ SUNROOM Energy Code: 2009 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,652 ft2 Glazing Area Climate Zone: Permit Date: - Permit Number`. Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING; INC. BARNSTABLE, MA Compliance: 2.4%Better Than Code Maximum UA: 369 Your UA: 360 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 Gross Area Cavity Cont. Glazing Perimeter U-Factor TOTAL CEILING: Flat Ceiling or Scissor Truss 1,652 38.0 0.0 0.030 49 Skylight 1:Wood Frarne:Double Pane with Low-E 12 0.3.40 4 TOTAL WALLS:Wood Frame, 16" O.C. 2,725 21.0. 0.0 0.057 : 135 TOTAL WINDOWS:Wood Frame:Double Panewith Low-E 267 0.340 91 Door l:Solid -; 42 0:280:. 12 Door 2: Glass 4..2 0.340 14 TOTAL FLOOR:All-Wood joist/Truss:Over Unconditioned Space . 1,652 30.0 0:0: 0.033 55 Compliance Statement: The proposed building design described here is consistent with the building plans,.specifications,.and other calculations submitted with the permit application.The proposeIres ng has been designed to meet the 2009 IECC requirements in REScheck Version 4.5.0 and to co ply with.the mandatory requi liste n he REScheck Inspection Checklist. 9 N me-Title Si ature Dat Project Title:THE OSPREY MODEL W/SUNROOM Report date: 05/23/1 Data filename: Untitled.rck Page 1 of 8 f 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 Verified # Pre-Inspection/Plan Review- Complies? 'Comments%Assumptions,: Req.ID Value Value 103.2 !Construction drawings and ' : ❑Complies [PR111 ;documentation demonstrate ❑Does Not energy code compliance for the building envelope. ❑Not Observable ❑Not Applicable 103.2, !C onstruction drawings and = -: _ ❑Complies 403.7 !documentation demonstrate ❑Does Not [PR3]1 energy:code compliance for lighting and mechanical systems. ❑Not Observable Systems serving multiple T ❑Not Applicable dwelling units most demonstrate compliance with the corhmercial � ;code. 403.6 1 Heating and cooling equipment is Heating:. Heating: ;❑Complies [PR2]2. .sized per ACCA Manuals based Btu%hr Btu/hr : ,❑Does Not on loads per ACCA Manual J or ; other approved methods. Cooling: Cooling: ;❑Not Observable ±: Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) ILow Impact(Tier 3) Project Title: THE OSPREY MODEL W/SUNROOM Report date: 05/23/1 Data filename: Untitled.rck Page 2 of 8 009IEC Foundation.Inspection Complies? Comments/Assumptions 303.2.1 !A protective covering is installed to ;❑Complies ; [FO11]2 protect exposed exterior insulation 1❑Does Not I I and extends a minimum of 6 in. below 11 grade. ❑Not Observable ; Not Applicable 403.8 I Snow-and ice-melting system controls I❑Complies [FO12]2 installed. ;❑Does Not 1 Ai : ❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: I j j 1 High Impact(Tier 1) 2' Medium.Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: THE OSPREY MODEL W/SUNROOM Report date: 05/23/1 Data filename: Untitled.rck Page 3 of 8 Section ,. ,. . Plans Verified Fieid 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 i ❑Does Not ;table for values. [FR11 ; 1 ;❑Not Observable ; ❑Not Applicable. 402.1.1, ;Glazing U-factor(area-weighted ; U- I U-. ;❑Complies ;See the Envelope Assemblies 402.3.1, average). :E]Does Not ;table for values. 402.3.3, i 402.5 ❑Not Observable ❑ [FR2]1 ! Not Applicable , 303.1.3 U-factors of fenestration products ;,' ❑Complies 1 [FR4]1 i are determined in accordance s ❑Does Not with the NFRC test procedure or ;taken from the default table. ❑Not Observable ]❑Not Applicable 402.1.1, i Skylight U-factor. ; U= U- ;❑Complies ;See the Envelope Assemblies 402.3.31 ❑Does Not table for values. 402.5 ' [FRS] Not Observable � , ❑Not Applicable 402.3:5 Suhrooms enclosing conditioned U- .. U- i❑Complies. [FR8]1 i space have a maximum .P. ❑Does Not fenestration U-factor of 0.50 in ; 1. !Climate Zones4-8. New glazing ❑Not Observable I separating the sunroom from -; ;❑Not Applicable conditioned space must meet code requirements. 402.3.5 Sunrooms enclosing conditioned ; U U- ;❑Complies ; [FR9]1 ;space have a maximum skylight jEl Does:Not U-factor of 0.75 in Climate Zones ; ❑Not Observable ,❑Not.Applicable :;. :. .. 402.4.4 l ----- Fenestration that is not site built" $. ❑Complies [FR20]1 is listed and labeled as meeting : ,. ❑Does Not AAMA/WDMA/CSA"101/I:.S.2/A440 or has infiltration.rates per NFRC ❑Not Observable , ❑ Applicable 400 that do not exceed code - Not Applica e ;limits. 402.4.5_ IC-rated recessed lighting fixtures° ? s. ❑Complies [FR16]2 Isealed at housing/interior finish " El Does Not and labeled to indicates .0 cfm 9J I : leakage at.75:Pa. []Not Observable Not Applicable PP y _ R. _ R- Co L❑ mplies 403.2.1 ;Su du cts ucts in attics are: ; [FR12]1 :insulated to>_R-8.All other ducts R_ R_ :❑ oes Not : D ` in unconditioned spaces or !outside the building envelope are; ❑Not Observable ;insulated to >_R-6. I T❑Not Applicable 403.2:2 ;All joints and seams of air ducts, ❑Complies [FRB]1 lair handlers,filter boxes,and " ❑Does Not :. ibuilding,cavities used as return" ducts are sealed. = 3 ❑Not"Observable x El Applicable 403.2.3 ;Building cavities are not.used for f❑Complies [FR15]3 : . supply ducts. ❑Does Not J: a. ❑Not Observable r-s F ❑Not.Applicable 403.3 jWAC piping conveying fluids R- R- ;❑Complies [FR17]z Iabove 105 °F or chilled fluids i ❑Does.Not below 55°F:are insulated to>R 13 ;❑Not Observable j - ; ;❑Not Applicable 1 High Impact(Tier 1). 2: Medium Impact(Tier 2) 3� Low"Impact(Tier 3). Project Title: THE OSPREY MODEL W/SUNROOM Report date: 05/23/1 Data filename: Untitled.rck Page 4 of 8 Section Plans Verified' Field Verified #. Framing/,Rough-ln Inspection Complies?,- Comments/Assumptions &RegJD Value Value 403.4 I Circulating service hot water R- 1 R- ;❑Complies [FR18]2 pipes are insulated to R-2. ❑Does Not ;❑Not Observable ❑Not Applicable, 403.5 Automatic or gravity dampers are ❑Complies ; [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. :. . :. ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE OSPREY MODEL W/SUNROOM . Report date: 05/23/1 Data filename: Untitled.rck Page.5 of 8 i Section Plans Verified Pield Verified #. : Insulation Inspection Complies? Comments/Assumptions &Req.ID Value Value 303.1 s All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. 3 ; k r ' El Not Observable , s ❑Not Applicable . 402.1.1, Floor insulation R-value. R- R- ;❑Complies See the Envelope Assemblies 402.2.5, I ❑ Wood ❑:Wood :❑Does Not ;table for values. ❑ 402.2.E i ; . 1 ; Steel Steel [INlI ,❑ Not Observable i ,❑Not Applicable ',ic. - 303.21 ;Floor insulation installed per f ❑Complies ; 402.2.6 manufacturer's instructions,and ❑Does Not [IN2]1 j in substantial contact with the gj underside of the subfloor. ❑Not Observable: ; *. ❑Not Applicable 402.1.1, ;Wall insulation:R-value. If this is a i.A. - R ;Complies ;See the EnvelopeAssemblies " 402.2.4,. I mass wall with at least 1/2of the " ❑ Wood ;❑ Wood ,❑Does Not ..table for values. 402.2.5 ;Wall insulation on the wall . :El mass ❑ Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation r . {requirement applies. Steel ❑ Steel ❑Not Applicable 303.2 Mall insulation is installed per ❑Complies [IN4]1 ;manufacturer's instructions. ❑Does Not EINot Observable ❑NOtApplicable :: d.. r-_ 402.2.11 (Sunroom wall insulation has a ; R- R- ;❑Complies [IN8]1 I minimum R-value of R-13". New. ❑Does Not ;walls separating the sunroom ;from conditioned space.mush ;❑Not Observable .meet code requirements::: ;❑Not Applicable , 303.2 Sunroom wall insulation installed ❑Complies [LN9]1 per manufacturer's Instructions. µ r , Do Not Not ❑Not Observable ; . .. ) . ,, ❑Not Applicable. 4.02.2:11 " ;Sunroom ceiling minimum R- R- -;❑Comp lies " [IN10]1 'insulation R+value of R-19 in. ; ❑ " Climate Zones 1-4, and R24 i - D:oeS Not - n w,. , . ;Climate Zones 5 8 :[:]Not Observable ; .. .::;❑Not Applicable 303.2 ;Sunroom ceiling insulation is ; • ElComplies [IN11]1 (installed per manufacturer's ,a ❑Does Not instructions; r x ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: i 1 High Impact (Tier!) 2 Medium Impact(Tier 2) 1.3'1 Low Impact(Tier 3) Project Title:THE OSPREY MODEL W/SUNROOM:. Report date: 05/23/1 Data filename: Untitled.rck Page 6 of 8 Section Plans Verified Field Verified # Final.Insp&Uon Provisions Complies? Comments/Assumptions Req.ID Value„ Value & 402.1.1, ;Ceiling insulation R-value.Where ; R- 1 R- ;❑Complies ;See the Envelope Assemblies 402.2.1, i> R-30 is required,R-30 can be Wood Wood ❑Does Not table for values. 402.2.2 ;used if insulation is not 0 Steel 0 Steel [Fill' I compressed at eaves.R-30 may :❑Not Observable J be used for 500 ft2 or 20% ;❑Not Applicable (whichever is less)where ;. sufficient space is not available. ' 303.1.1.1,;Ceiling insulation installed per = E - ❑Complies 303.2 manufacturer's instructions. ❑ Does Not [FI2]' ;Blown insulation marked every t if 300 ftz. ❑Not Observable ; t. n EINot Applicable 402.2.3 'Attic access hatch and door R- ; R- i0complies . [F13]1 I insulation >_R-value of the F❑Does Not _. adjacent assembly. ;: ;❑Not Observable ; ;❑Not.Applicable 402.4.21, Building envelope tightness ACH 50 = ACH S0 = i❑Complies 402.4.2.1 verified by blower door test result UDoes Not [F[17]1 of<7 ACH at 50 Pa.This . . . . :[:]Not Observable requirement may instead be met , ❑NotA ble :via visual,inspection, in which i � pplica case verification may need to ;occur during Insulation 1 Inspection. 402.4.3 1 Wood-burning fireplaces have. . r - x ❑complies ; [F[8]? gasketed doors and outdoor ` # ❑Does Not combustion air. t ❑Not Observable: ❑Not Applicable 403.2.2 ;Post construction duct tightness cfm ; cfm Complies [F[4]1 ":test result of:58 cfm to outdoors, :[]Does Not Not or s12 cfm across systems.Or, ; DNot Observable :; rough-in test result of<6:cfm 'across systems or:54 cfm ❑Not Applicable ;without air handler. Rough-in test !verification may need to occur :during Framing Inspection: ; - z 403.Z.1 Programmable thermostats '� ; - Y ❑Complies [F19] installed:on forced air furnaces. ' ❑Does Not ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies ; [FI10]2 on heat pumps. - ❑Does Not y t `;° ;• ❑Not Observable I a , ❑Not Applicable 403.4 1 !Circulating service hot water ❑Complies [FII1]zsystems have:automatic or ❑Does:Not Jaccessible manual controls. t. 9 4 ) ❑Not Observable `. . ❑Not Applicable 403.9.1 ',Readily accessible switch on �Complies [FI12]3 heaters for swimming pools. I .� � ❑Does Not 1 ❑Not Observable ] IE]Not Applicable 403.9.2 !Timer switches on pool heaters - ❑Complies ' s _. [FI19]3 'and pumps are present. m; .. ❑Does:Not 3 - ❑Not Observable. 41 :yt ❑Not Applicable 1 IHigh Impact(Tier 1) 2:1 Medium impact(Tier 2) 3 Low Impact(Tier 3). Project Title:THE OSPREY MODEL W/SUNROOM.. Report date: 05/23/1 Data filename: Untitled.rck Page 7 of 8 Section Plans Verified Field Verified #: .. Final-Inspection Provisions Complies?. Comments/Assumptions Req.ID . Value " Value 403.9.3 !Heated swimming pools have a ❑Complies [F120]3 cover.Covers on pools heated `` ❑Does Not over 90°F are insulated to R-12. d ❑Not Observable ; ❑Not Applicable_- 404.1 ;50%of lamps in permanent ❑Complies [F16]1 !fixtures are high efficacy lamps. Does Not I ❑Not Observable f [❑Not Applicable 401.3 ;Compliance certificate posted.: 4 . - ❑Complies [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals J.F for complies [F118]3 mechanical and water heating : []Does Not equipment have been provided. ❑Not Observable. ❑Not Applicable_ Additional Comments/Assumptions: 1 High Impact(Tier 1).: 2 Medium Impact(Tier 2) 1_3'1 Low impact(Tier 3) Project Title: THE OSPREY MODEL W/SUNROOM:. Report date: 05/23/1 Data filename: Untitled.rck Page 8 of 8 2009 IE.CC Energy Efficiency Certificate - Insulation . Wall 21.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.34 Doom 0.28 Skylight 0.34 CoolingHeating& Heating System: - Cooling System: . Water Heater: Name:. Date: Comments dos E omw t SHEET NO. ` OF �Q TAYLOR DESIGN e•. CALCULATED BYup CHECKED BY 9A E&WtiSKi is-. - SCALE - - Co TC�.L..-�..:% 1 �4 .:...... ...... . .. .� -- 9 :.... l.'to t* .. .t-4 . ASP:- '"r'.... .2.$.yo.g..... ..._................. IM 1.t i((_ ....... , :..... Ttat,�G.-P �r�t '` �Asa......es "�..,.., ., 13 �4``°..i7t ..... �' .Q C..Y..3 3 ,'S'. ..... 4,W,ZCtdD /� c✓ 0.,:. fC .... ty ... . .. .. ; t .._ ... ... :° Pam._ .► - - .3'� �� !Z. �t:.rc-mot . J ,.. ...... . 2.. . ; 43.E .. ....._ .... .... ........ - r ✓ 7 ..fir + 7.. v. � ............................: . ................ .;. ..... .. Pa+.� . . o Z.�� ® N :.... 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(.07 ............................ .............. ............................ ............ ...... ........... .................... 3 77 v7av!71?, .......... .......... ............. ........... ............... ........... .................. ............................... .................... ............................ ..........- ................. ................. .......... .......... .......... 0 C,............. .............. ................ ................... ........... ........................ ........... .......... ........... ................... ....... ......... .. ......... ...................................... ............. .......................... ........... ........................ ............. ...... ........... ....... ...... . ......... 7: 7�......................... .............. .......... ............ .-F...................................... ...... ..... ............ ............. ....... ... ... ... . .. ..... .............. ................ z .............................................. .................................. ............ ........ ........... ........... ...... ............. ......................................................................... . .. .... ....4.3 :> :: ... . 1 7 ............ .......... ........... ................ ..... ........................ ........... ....................................A Xle f ;A.............. .......... ............................... ................ ........... ............. .................... ............... hS ........... ........... .......... ................. ............... ........................ ........... ............................... .................. ........................ ................................... ...... ............ ............... ............ ......................................... .................. .................. ................. ........... .................. .................. i Taylor Design, U-C P. 0 Box 1'I1. Eorestdaie. INIA, 0?6=�1 r �icl :Bo��-os BaSside Biiding Ines= 3 Bavberri Square Cznter--ille;NLk 02652: . . RE:: O`Bcivle Residence >+ eld 4loditcation Lot Y96 61 Spring Brook 44ne Cotuit. M Dear \tf. Bowes. i;hav e re i, d the ri odificat ion that ? ?:''\10 S-and 2-2 x6's span:over the-two.9'-O" Qarza�e-do.rs;in--the- non=bearing two spans. The support posts Are, t6'' The beahi.is not `continuous`°as indicated in the tNvjcal detail street dui to the \V1:2 steel beam that is in Oettim�jhe front wall below-the seeond-floor: R level. The frarnins as completed:timeets tk�e required,cr tena.for the ��Iassachusetts State-building Cade, 8 Edition. OF Sincztc;tis. ff ?AnfMXTLWKL- on .. J i•• y. II , ~J Com onwealth of Alassachusetts Sheet Metal Permit Date: Z - S PERMIT. C 6 Estimated Job Cost: S 10, DOD I U 1 Permit Fee: S Plans Submitted: YES NO V/ Plans Reviewed: YES NO Business License ill/0 TOWN® �A�N i�al ense? a 0l Business Infonmation: Property Owner/Job Location Information:. Name:—Q. V rn c)n 0h 1�P4Eg j L—,C , Name: o &0,4L Street: ` J �1`�G, h. Street: - I ''� City/Town:, lh/. C�'1C��'�`LCL�`�1 City/Totivn: _ J 500 qu Telephone: i 5.- 1 )00- Telephone: n . Photo I.D. required/ Copy of Photo I.D. attached: YES 1 i0 aff Initial J-1 /11-1-unrestricted license J-2 /M-2-restricted to dwellings nS-stories or less and co--L-hmercial up to 10,0010 sq. i�. /?-stories or'less Residential: 1-2 fa._-nily Vel -multi-_family Condo/Toy Ilhous:s- Other + Commercial: OFace Retail Industrial . Educational Institutional Other Square Footage: under 10,000'sq.ft. ✓ over 10,000 sq. R. ' dumber of Stories: Sheet metal Fork to be completed: New Work_: V Renovation: HVAC Metal Watershed Roo-fmcr Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: INSUR ANCE COVERAGE: I have a current liability insurance policy or its equivalentwhich meets the requirements of M.G.L. Ch. 112 Yes No❑ i If you have checked Yes, indicate the type of coverage by checking the'appropriate box below: c. j A liability insurance policy� Other type of indemnity ❑ Bond ❑ i 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. 0 , Check One Only j Owner ❑ Agent ❑ Signature of Owner or Owners Agent i By checking this box[D,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 metalwork 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 Proaress Inspe&iOnS 7 Date. Comments Final Inspection - - Date - - - - - - - - - - - -Co=ent.s _ Type of License: I i By ❑ Master Title ❑ Master-Restricted City/Town v ❑Journeyperson Signature of License., i Permit 1 j i ❑Journeyperson-Restricted �� License Number: Ct � Fee S ❑ Check atw-v--.rnass,cov;dp! I Inspector Signature of Permit Approval i The Commonwealth of Massachusetts _ -- Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 wrvw.rnass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization&dividual): W, V z Y2 n o n (U e _es:, _P�u no 6,n a v- 4 RA-] in ti C 0 1 n e— Address: a k y I�, .,1 Po R o x 1 d G G CT City/State/Zip: W . C. W -A k h rn Phone#: l f �c a) Go Are you an employer? Check the appropriate box: Type of project(required): 1.0 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. ,�New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. ❑Demolition working for me in any capacity.ca acit employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp.insurance.- required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions officers have exercised r 1 1.hised their airs or additions �.❑ I am a homeowner doing all work ❑Plumb repairs myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] c. 152., y 1(4),and we have no employees. [No workers' 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 who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. lContractors 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. Uthe 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 rnz,ci c 1 �S \A )L 4 n w Co fn a Policy#or Self-ins. Lic. t4 J - Gi 9.-7 d L� Expiration Date: Jo114 Job Site Address: '\/n I-1 o 1,S City/State/Zip: ► q Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the viol r. vised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for ins . n co v rification. I do hereby certify undX�Iain n e s perjury that the information provided above is true and correct Si atur . Date: Phone#• C) a$� 9q) - ) ICtiO 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#: Ribhtfax P11-1 Lo/4/2013 7 : 19:41 AM PAGE 5.1/055 FaX Server D:LTE AC'OR �` CERTIFICATE OF LIABILITY INSURANCE 10-04-2013 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 BETWEEN THE ISSUING INSURER(S),AUTHOR17ED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION ISWAIVEDi 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 FAY 434 ROUTE 134 SOUTH DENNIS,10A 02660 An�FF s• INISUREFISI P.PFORGI?IO COVERAGE INSURER A.:ACEA•.MERICAN INSURAMCE CCMP.AN'( INSURED INSURER 6: VV VERNON INHITELEY PLUMBING& INSURER C: HEATING CO INC&CHATHAI',I SHEET NI ETAL INC INSURER 0: PO BOX 1266 INSURER E: VVES T CHATHANI,MA 02669 INSURER F: I" COVERAGES CERTIFICATE NUMBER: REVISION NUfr1BERi THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELO`iV HAVE BEEN ISSUED TO THE INSURED 1\1.461ED ABOVE FOR THE POLICY PERIOD INDICATED. NOTIVITHSTANDING ANY P,EQUIRENIENT, TERNI OR CONDITION OF ANY CONTRACT OR OTHER, DOCUPaENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR NIAY PERTAIN,THE hVSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERIIMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOINN MAY HAVE BEEN REDUCED BY PAID CLAPAS. I ADDL SUB I POLICY EFF I POUCY EXP I LIMITS JSR LTRI TYPE OFINSURAP7CE IINSR VillDl POLICY HU.MSER (t,14U00/YYYY) (MAGDD(Y'rYYI GENERAL LIABILITY EACH CCCURRENCE S 01,1.1.5E TO RENTED I S I O'.01,1I.IERCIA.L GEHEF.-L�LIAEILITI' Pic-!•IL,E I-a c.'ur:ew:el I CLAIMS-MADE OCCUR - MED EXP(Any one cc.;cr.) ($ PERSOV.iL 2,r•.OV UUURY I S - GENERLL AGGREGATE IS . G=N'L AGGFiE�=r•.T=LI:IIT A?PLIES P=n: PRODUCTS-COUP;OP .CC- Is pin. Is POLICY I I JE•C T I I LDC GOP.I c'I�;JED SINGLE LllollT Is AUTOfr10SILE LWBWTY I-n.rmridcat, ANY AUTO ECDILY INJJURY(Perpercn) Is ALL 0i:4•IED SCHEDULED ECDILY INJURY(P<.rae.^'^'.der.') Is J AUTOS AUTOS -J'huED p�ROF'E�iatc�I •"'L1nGE IS nIR=,0 AUTOS ALIT OS is �UMBP.ELL4 LIAB OCCUR EACH OCCURRENCE Is EXCESS LIA6 CLAIMS-H DEL_ 11"AGGPEGA_�- S I DIED I P.ETEN:TION$ - - -c H-I S WORKERS COM C 6Ir,i PENSATION X �'i TC•R't UN,IITS ER AND E H - ,D ,APLOYERS'LIA ILI I Y ANY PP.OPRIETOP.%Pr T NEPJ°RECUT I'';= IN E.L.EACH ACCIDENT $600 OOO OFF ICE'IMELIBEP.EX.CLUOM? 7NIA 6S62U6 10-01-2013 10-01-2014 _ tMandalcr,in r•I") 4472L'c64 E.L.DISEASE•EA E1?FLUYE= $5OO,OU'0 IFycs,dcscritc urdcr - ; E.L.DISEASE-POLICY LVOIT $500,000 DESCRIPTION OF OPERATIONS tg!r:rt DESCF.IP T ION OF OPERATIONS I LOCATIONS I VEHICLES(Arlach ACOP.D 101,AddItIonal Remarks Schedule,If more space Is requlredl CERTIFICATE HOLDER CANCELLATION TOW EARN STABLE OF BARSTABLE SHOULD ANY of THE ABOVE DESCRIBED POLICIES BE 200 I.,IAIN STREET CANCELLED BEFORE THE EXPIRATION DATE THEREOF, HYANNIS,IVIA 02601 NOTICE WILL BE DELIVERED IN ACCORDANCE INITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE I G 1988-2010 ACORD COP.POP.A.TION.All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD :ec �\ TO�irll. o.� _c>a1-.CIS f.alJJe �/, �•�, n Replator der ices 1 hornas.1+. GL°1lrr,L]rccAor -Baud na Division • Torn 1'crr1,.C>L'1117Lg ('crrmmissicr:e,` ' 06,?MaJ1 gtrccf I taxxs,7vL'A 02601 �•;i�•r.tn}r,�.h zestzL�f e.r.�z.*_s offl-icc: 50S-s62-40.32 Fa-: sos-90-6230 Pr-op rty ;.5.per lLsi Compietc an-c-I Sign Tags Section _!'I 7TsiaE, _�BLI.7_�.Ur.7 'ftcwti l�. `.�c_ cl (�Ui"•�I �..'vir=�C'rY C� �.�:' �1cSlt�;l�, 1r�pyr ' LL ' 1_r�UI 21yLo:i} n 21i t=nrE2 - ;r`i_Q Yr1 T_��: n_ } •YhI^ i� v,- �I`_� i f- f r r`L�. , r�a o • �.:.I y�_ =�:�.=,.-cL��alp- _L.c•-s�o_. c. TT Pon eAY(D aar is applying 10,p� �.:z?_it.pl.ease complete she _ rram" _ j , J_ om(,oi'rr trs L1��t�-sc E-tmption 1: o° m_- of imc- rcvcj,, Eo sifJ.L, Fold,Then Detach Along All Perforations COMMOfVWEALTH OF MASSAC.HUSETTS c _ .�iqil a - - _ _ _.. BOARD - SM SHEET METAL WORKERS':. AS A BUSINESS IS SUES.THE.ABOVE LICENSE TO , TYPE ER.IC T. WHI:TELEY W .VERNON. WHITE_LEY BIGI. VI _B 28. L:LA GE. LANDING G , PO BOX:; 1266 W CHATHAM ; MA::02669=000 160 12/22/14 29262,9 292629 I ` Fold,-Then Detach Along All Perforations Z COMMON WEALTH.OF.MASSACHU$ETTS y 5 BOARD OFa' - .' Y � SHEET METAL WORKERS ISSUES THEE FOLLOWING LICENSE N ��� AS A MASTER UNRESTR f CTED ,q , Q Y 1 t- ERI£ �T WHITELEY q � IRw ��, IW` r 4 ti J_S.: WEST ........ MA o266g 02�+84 1 2967 �02/28/.16 " 1:80 12; 5 . s : ASjSACCH�TSETTS MNER'S i J LICENSE 9aEND I NONE S7Q199�11 I u iffl } B 1811 MAIN:ST _� — W CHATHAM MA 02669 r 5 � It /^ as DID,01 09.2014 Rev 07 1b2009 TempParcelEdit Page 1 of 1 nz Logged In As: Wednesday,7anuary 16 2008 Frank Schlegel New PaC Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 096 l Street Number: 67 Unit: Dev Lot: .,LOT 96 Road Name: 'SPRING BROOK LANE T/R: Sec. Road: Villlage: 107 - Cotult Part of M/P: MAP 002 PCL 002 Plan Ref: JPLBK 617/69-75 (APP 7-62)T Date Added: Updated: pda e Del toe NAW%hother httn //is.nI2/Tetra.net/ProndataJTemnPareelEdit.asnx?ID=Add 1/16/2008 -- -- _ t9 A Ll MEN . w ED JL-L ME An .. nAC`.4 art cam• �.. � o ul [T" -1 p FRONT ELEVAT10N 1 ,,4 SGALE:1/4,- L � . W __ - - ---- -- .. SMOKE DE ECTORS REVIEWED. lu g T ILDING DEPT.:* DATE pLu FIRE DEF ARTMENT: DATE Z A REQUIRED FOR PERMITTING BOTH SIGNATURE RE R Q - tu � ® H. I IL REAR EL tVATION A 1 -J1 u-------- ------ oie+�rw erg . aK DA76 _ N _ V p gg ----------- jw IL JE L L] --- --- ------ ---__--` Ff1AV M W O W W m C LEFT ELE1/ArTION 5C ALa V4'=T-O' LU — --- -- __ _ 262 Ll 2 0 [EB] --- � U, r _. 9 %_ All ou GHM L_-_J RIGHT ELEYA.noN .�oa 140l ScA 1/4'=T-O' DRAIN on m DM.'1!4 5!6/14 58'C" - e N - _ I. .. C . ._... ._. .... .. SUNROOP4 ... I T - ._ O � �, rI n O W POPmER RM: .. .. J q 1-0 p do 43„� r m KrrC HEN ASTER .• _. BED RM 4 i*i W eo 20 oix29 � pW/ 20 OOO W 4 IIII h ?/B'1Q9'U8' ... I 10 -4 3/4° 3-+/•.. 2' :1 e7/ `J so ve'xw `* �r 2 ------ F,4MILY RM 4x6 VLAM POST------ n - �6 O . :Y110x•f6 AABOM PWBH - w x6 VIAM POST L m e - I - 2k: 29 1T�a O MASTER yw BATH o� TILEo- LNM6 RM '" OPEN To :�� 1g'.Ot itl ABOVE ure L Z UP w Q I vm ruN R6 A5 FIRST FLOOR PL .�oeb ,ao r 2w-a A? AN.-0 rwor: . pt SCALE 1/4,=r-o, PAT& 1 N V a � n W ■. a 4 Y BED P.M.#2 ry u oar OFFICE mMIAMI 4 M YO cn r. !.: OAK tr, n w w 20 20 w �M 1p �. .: .. 24410-2 26 �o ® l9 9 BED�D••w4 6:. iv Cl R 2O #5 :.:. HO"x60.1/H•... • .. RM W W _ 2— sm� I ABOVERise � BATH#2 � � a a 54•�wnLL OPBI TO - - e i !!I lot it ! li lil I r f a I j ear 24'-0' 15'3' 16'-0' H4'-O' A4 SECOND FLOOR PLAN .,oe. wQ► - sc m r=V4'a T-0' DRY SY: . q7 DA7LS �S/W'14 5B'-o 16-0• ib'-O" tar s_z, b4 _ r P i i i 2-2xtO 6HRD9Q .. 4xb P.T.POST. .. I I 6A 0•--ONO TUBF•PER vv .. - 2a•.'916:SWr FOOI7NG TYP. jI I I Fll µ B&D ra r -� �-----------------L--- -- -- --J L-- j - ------ . --- " - L_.J - ------ =z-----= --- -- -- ---- Plcr '%1-9•.GONGRETE YVALL I v I : , 16"X1O•GONTINUous POOTN9 I 0 I , WO _ _J I �► � � I I w a I . - 9 yr G 240te 8 SLID - r-—J e MIL vrrae rzrApzot I I 1�1 ... 4 N.- :. I 12'-0•. - 4x4xLR T :. 4x4�6�PO3T. h W ... - .:. ..... .: "PONT LOAD ..... PONT LOAD .. .. L— .. 4a"X45"X12"PAD - - 4a'X45"X72"PAD .. g•� .. ��' b'-a• b-8" .b'-8" byi• b-4° b-b• :.:ary I � z I I -1 I I m ----h--�-�-- -- I �-�- :I---F = --�-- -- I. " m , IPKT L-%J . . . . : I I L- J I L=.J L._..J Wr _ Im ; - : 3 1/2•DIA.5 WLUMN - ...:. Wx36'X72° PAD TYP. rJ L--- ---- ---- I ...t .,_• -__ _--_---------- --- I � � `' ®axT'�rboN WALL I I: QI r �-oFPSET 16°X1O•ccN uous FOOTiN& I NALL DROP - z"TO I I mAT DOOR STLDN - I I ——— --_----------- , .. I ---- --. L------------------- ----J ul I7a.i6�r1 , I V WAD O I I ►ems I ; I � Qz� W OL I b"xs'4 coxoR m MALL 12"FROM SPACED Sr O r . 4 1b°x10°CONTINUOUS FOO N& Y'NSFIERS 9k.9N"xV�4c' • f i I I FOUNDATION PLAN ry O f I 5GALE:1/4"=T-0 I I , DROP PROP I I AT DOOR AT DOOR ---------- ------ yp-O' .. ts'4 4'-0" .4•-3' � ib'-O" .. .fie 1407 .. aY►7G1 5/b/t4 . .. RIDGE VENT _ RIDGE VENT - RIGID WIND WASH E.ARREt REOWRED - .. . . AT EXTERIOR EDGE OF EXTERIOR WALL .. TOP PLATE . =2X12 R@GE - :. Z02 RIDGE - .... .. 904F50N H2S • .g FASTENERS AT ALL12 13 RAFTER/TOP PLATE 12 2x85 O 16'O.G. _ .. 12 7: R-36 INSULATION JUNCTIONS. . O .. 2x65.0 16"O.G.. rr/www� BLOGKRIG 4-0 0.6. - Z IiV - BED KM #3 IN FIRST TN40,JOIST AND RAFTER � ,low MV - 2500 ASPHALT SHINGUM.: . - BAYS GABLE WALL � !A . OVER 1/2"COX PLYWOOD. .. 0 • 250*OVER ASPHALT GDX PL�YW000 UNFINISHED v .. 10 RAFTER®16°or, - .. m .. .. .. 5TORJ4GE - .. 'HURRICANE CUP" 13 . 90 F2P FASTENERS AT ALL. - 2 X 10 RAFTER 0 16"OG_ Z RAFTER/TOP PLATE ... - .LNGTIONS TYP. .. FASCIA HEIGHT TO MATCH HOUSE .. .. - .. 2X105 O'16'O.G. .. .: 2x105 0 IWOG: .. ... r SOFFIT VENT ... VENTED DRIP EDGE . - . STEEL BEAM - ... .. R-21 INSULATION - - U 4. w MASTER :. BATH .. '? ALL WINDOWS TO BE ANDERSON WINDOWS . io 2x6 STUDS®16"OG - ... M,48TER BED 2-G,4R GJ4R,4GE m W 2X65 0 24" r.O WHITE CEDAR 5HING LEIS OVER 1/2"COX PLYY4000 wool GONORETE SLAB ....,... ...., ,..:..: _,.::. (2)1 9/4 x 9 2X105 0 16°OG .... :: : W K46°.GONG.WALLS . : .. 10"X16"CONTINUOUS FOOTING 2"X 6°PRESSURE TREATED SILL .l .. -JO M5U TION .. .. .. OVER SILL SEAL .. 7 .: R 14'11" .\ . .. .. ' ---------- 2',X PRESSURE TREATED SILL 1C�N 1C R TE.FOO N& I .¢ OVER SILL SEAL -:.. .. 24'-0 B,45EMENT coNc.WALLS:r.6"X 6: �I kp0 .SECTION "No- (2)s R TOP i Bar 4 SLAB m ... (2)11Y LVL RD68 .. .. .. VAPOR:RETARDER � M //�� .. .. �♦ .:. :. GONCRETTS FOOTING ... . .. 2 0"0 W O.G. lb*X 9" ... 12SEG VIZ� eEAR)+2 60FDdI+cS SCAM 1/4,a. -0. . . - Ra6INSULATION � .. . ... �—SIMP50K H2.5. .:. \ FASTENERS At ALL :.. - \ RAFTER/TOP PLATE . :.. .... JUNCTIONS TYP. O BATH \ J . .. .' .\\ .. 280u ASPHALT SHINGLES. ... .. .. ..1/2'GDX PLYWOOD GL GL BED HALL a va n . RAFTER O 16'OG 0 CD 2XID5 0 16"OG' tu O ... .. :. — ffi.. YW X 45 ST °1 MN - ..:5OFFIT VENT _ _ Q Z . .. :.. .. .. - :.. 2R-21 INSULATION :.. .. .. - . lu .: .. _ .. .. ALL WI400M TO.BE ANDERSON P9400/6 : :.: KITCHEN LIVING ' 2x10'S®Ib°OC 2X10's 0 IW OG 0 . J tW4FXgV1'LVL611T / ' . j R-30 INSULATION - .. .. 2"X 6'PRE56URE TREATED 511E - slew OVER SILL SEAL BASEMENT 5:2 CARO 7 SECTION ION OV0 5LA0 - � .fie co>I t40r( 5C.1LE VW 1-0' G.WALLS T-<P x 6• mW't/Sfa of FOOTING _ N . g Now w w MCI .: 2x12 RIDGE as:o ts•O.C. NJ MMI 2x72 RIDGE w w STORAGE : w A � N8T@1di8 AT ALL RAFTER/TOP PLATE lSts ..:W12x35 5TL BM. .: - JJNGTIOPI9 7YP SUN ROOM � FAM LY � IIIYYY a MM W GARAGE _ �o- II . ... - 0 0 0 6 R-30 NWLA110M -20K10'q 1/6.OG. .. :. .: . .: .. .. (2J-1 9/4•,x 9 7/Y LVL bRT �� �: - .. ... I 00N 70RETE F0011N6 i I, BASEMENT I _ W GRO55 5mnON "A° 0 S!!rT S3 im IW, >v _ O 0 U 6OG : z a� .I,i•I Q (2)9 1/21,LVL GIRT ITTM I H . . .. .. ..:... _ _ W FIRST FLOOR FRAMING 5EWNP FLOOR FRAMING �Q m O OGNA VW.1*-0' 5CAl.r=1/8•.1'-0 IM a � J 2x,12 Rm6E f�16'LVL RIDGE RAFTER5.2z105®16.1 - _ Q so n ROOF FRAMING +� :1;8•_,'--O 54 ., ,40► VPAM er: tv�t EXTEND HOR TO CORNER 296 DOL°Too FILA7! i RAFTER•76"O.G. RLL mr.STIDD // �• /. JACK STUD • NAL TOP PLATETO BTM Or-NOR APPLY 51MPSON MSTA18 CONNECTOR o 0 ti H2.5®EA.RAFT W2 ROWS OF 16d NAILS ON THE INSIDE FADE OF HEADER ER O ®3"O.G. TO EACH JACK STUD o a 0 Now . - -STRUCTURAL PANEL .. d HEADER-� .:. .. .. o o j,;J TOP PLATE . NAILED 0d COMMON .� .. GONTMUOUS HEADER .. o - - 6 3"O.G.EDGE'A 40 FELD - CORNER TO CORNER j q - OVER MULTIPLE OFENM65 X"� DOIORTR►M�Otti1LD6 \ O2 RAFTER TO PLATE CONNECTION SCALE-N. 2-5/6"ANCHOR BOLTS.. - . : Uw/-3"xV PLATE WA5HER5 ..: - EACH NARROW WALL SECTION W MEMOU DOUBLE_ i STA66ER NALIN6 INTO BOTH PLATES .. . 2X&05L TOP PLATE wo ib NEW .. .. .. .. .. .. .VERTICAL . -STRUCTURAL PANEL - ..- .. NAILED 5d COMMON Itl O NARROW WALL BRACING AT GARAGE ®3"O.G.EDGE DOOR AND 12"M FE:Lq .. SCALE N.TS... .. ... : ... . CAOMPLIAW-a .. .. O Y6?.°sq%OF v^-,H WALL RUN." IM M A m VE12TK,AL.5HEATHN6►wni ad HAftS W m6F11r FO.a (4)16d NAL4 PHQ FT HOTTOH PLATE _ .. :. DOUBLE ROW %- .. .- TRUGTURAL PANELS ... LP 51%OF EACH WALL RUN .. - STAGGER NALIN6 .. - .. ... BREAK ON 5EGOND FLOOR:. VER=ok-SHEATHNO Y'QTH RIM JoeT .. INTO BOTH PLATES -_ --:4X6 DBL TOP PLATE - (4 FWL$R $�Sl?/T arrO - - (4116d NALL5 PER FT E OITOM PLATE VERTICAL STRUCTURAL PANEL 57RUGTURAL PANEL . NAILED Sd COMMON -: - .. .. - :: :NAILED W COMMON m a e.S.O.G.EDGE ®3°O.G.EDGE AND W N FeD - .. DOUBLE ROW tf4 / - DOUBLE ROW STAG6ER NALIN& ''" 'k:"- STAGGER NAWNC - NTO BOX AND SILL MTO BOX AND SILL t I OFULL HEIGHT SHEATHING -SINGLE FLOOR OFULL HEIGHT5HEATHINCG -MULTI FLOOR SSCAM KT-1. - SCALE KTS. AMq dYi 7m ... 14 TOMN e, 2 1 C -711 Foundation Certification in Barnstable, MA Pre ared For : Lot 96 N #67 Spring Brook Lane Cotuit Meadows Subdivision of Barnstable-Assessors Map: 002 Parcel: 02. Baxter Nye .Engineering & Surveying Flood Zone C ® FIRM Community Panel Number No. 025551 0021 D OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Registered Professional OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. ® Deed Engineers and Land Surveyors Book 23161 Page 59 78 North Street, 3rd Floor Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Page 158 Hyannis, MA 02601 Minor Modification No, 1 ® Deed Book 22249 Page 282 Phone — (508) 771-7502 Fax — (508)-771-7622 Job Number. 2005-214 Scale : 1 = 20' 06-26-14 I ry M 0 '^^ Q V•A � Z j*G oo� �R � o o R.6° R=60.00 L=51 .65' s spry - off' / 20 SETBACK LOT-96 LINE 10,301 f S.F. r O.F. EL 67.9 - 0.24t ACRES 24.0' �56 ��s• c 24.0' LOT 95 16.0' N / c EXISTING FOUNDATION ^ 6.0' / N LOCATION DATE' 6125114 2.0' _ o ' a 8.8^ 2.0 / ti i. 28.1' oo b.2 N C, LOT 97 16.0 / /0 s ass, FT��c OA cF ss. 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 �pFpgq BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO PREIMETER MONUMENTS SHOWN PER EXHIBIT "A"'(DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A a SFIANE yo SPECIAL FLOOD HAZARD AREA. M. t LON THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES.' N®48687 YG/ J REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE su i i i GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS: G ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' I H�7 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. 4. COMMUNITY PANEL NUMBER: 025MI 0021 0 LANE THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, G� 0 OK S AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES: /p RR SITE IS NOT WITHIN AN AC.EC. (AREA OF CRITICAL ENVIRONMENTAL M 62.33 $ S .49.91, R=t51.59' CONCERN). °0 .A1 62.49 S �- SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE a / 'Cep 2.8 t WILDIK PER NHESP AMP KWA7S OF RARE WIL.DLIFE �USE� WITH THE MA WETLANDS z 62.33 PROTECTION ACT REGULATIONS (310 CMR 10).' ` SITE DOES NOT CONTAIN A CERTIFIED VERNN. POOL PER NHESP �� c \� MAP OCT�R 1, 2006 'CERTIFIED VERNAL POOLS.' SMH c C ; ' OUT .� INv=55.�tee" `*µme g SITE IS NOT WITHIN A PRIORITY HABITAT PER NHS MAP OCTOBER + ! -55.47 Igo ;;0 62.49 �� 1, 2006 'PRIORITY KWATS OF RARE SPECIES' FOR SPECIES i yA P� UNDER THE MASSACHUSEns ENDANGERED SPECIES ACT, "' / s 63.10 6 2.61 REGULATIONS (321 C11<�R10) SITE IS WffKW A STATE APPROVED ZONE II GROUND WATER - RECHARGE PROTECTION AREA • 6 3.6 6 k44 01� 1. ALL GENERAL CONSTRUCTION N07B ON SHEET C- FROMTHE BRO63.03 �� - SUBDIVISION CONSTRUCTION PLANS FOR COMIT MEADOWS, DA70 LOT 98 63.28 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 6/25/07, SHALL HEREBI' APPLY TO THIS SITE PLAN. 6 3. SEWER BUILDING CONNECTIONS: CURB C/O \�` - MIN. COVER SHALL BE 3 FT. STOP R=s o.o - SET CLEANOUTS AND MNNTAIN CLEARANCE FROM OTHER UTILITIES AS REQUIRED BY BARNSTABLE DPW. 67.�� !.=5 t .65' •� - MINIMUM SEWER SERVICE CONNECTION SLOPE S44L BE 2.1X 610 20 `SETB C 67.0 / . V. 66.5 LINE X 3 67.0 Cotult Meadows subdlWslon j ? 67.2024,0 87. 66.70,, Cotult•Barnstable Massachusetts 67.0 61 BQ21 \ m GARAGES PREPARED FOR ~` LOT 95 o z4.o� P -6�20 •� , COTU1T EQUITABLE HOUSING, LLC 7.0 INV-57.78 ��\ 68.5x p. 0. Box\ ._..,�67.0 67.0 `..\` CenterYilkh MA 02632 N PROPOft aoysE LOT 96 /�ao 10,301 f S.F.\��; / �� � �' 645 . e .24E ACRES . site PlanJ / Lot 96 67 Spring Brook Lane VEGETATED 12^ DEEP 64. °EC*, , BAD TER NYE ENGINEERING & SURVEYING RAIN GARDEN (1�5 67.0 C.F. STORAGE) y 67.0 . 7.0 •1 x o LOT 97 TOP-64.0/ , J BOTTOM-63.0 _' s. Registered Professional 8R0VIDE (LEAOI0! DIi 0 x Engineers and Land Surveyors ��of Mgssgcy BASIN W/ 1' STONE l�,p ` 78 North Street,3rd Floor,Hyannis,MA Ml �� ST pHEN Gm SURROUNDING (ORg9'• ` -+ ALTERNATE EQUIVALENT ,/ �� Phone- (508)771-7502 Fax-(508)771-7622 " mA v°N VOLUME OF 289 CF) o No.46345 CONNECT ALL ROOF DOWNSPOUTS TO ST Op 20 0 20 40 � �NG\� LEACHING BASIN E`� �9• SSfpNAL �CF VEOETATED 12" DEEP SCALE IN FEET ' RAIN GARDEN (125 r _ C.F. sTbRAGE) a TOP=64.6 SCALE: 1 = 20 DATE: 05-13-14 BOTTOM=�so REV. DATE: REMARKS �'• LOTm96 ° I DRAWING MINW 1 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214 i i