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0195 PHEASANT HILL CIRCLE
1411 a;eCleln I i Town of Barnstable Building ;, w,f Post'T 'is Card So That it is Visible Fror»the.Street Approved'Plans Must lie Retained on Job and;;this�Card Mus#be Kept « YAENSTABLLr, * • r ^ • '"" PPosted Until Final Inspection pey.m�t s' Where a Certificate of Occupancy s�Re-qu�red such Bu ding hall. e0ccupied until a Final,lnspectwn has lieen'made �i..-..w^Rv,a�..:{ Permit No. B-16-2546 Applicant Name: CAREY,WILLIAM M&CHRISTINE A Map/Lot: 002-002-079 Date Issued: 09/06/2016 Current Use: Zoning District: RF Permit Type: Building-Shed-Residential-200 sf and under Expiration Date: 03/06/2017 Contractor Name: Location: 195PHEASANT HILL CIRCLE,COTUIT ,Est Project Cost: $0.00 Contractor License: Owner on Record: CAREY,WILLIAM M&CHRISTINE A fir_ Permit Fee $35.00 Address: 195 PHEASANT HILL CIRCLE . Fee Paid: $35.00 COTUIT, MA 02635Date: 9/6/2016 Description: Shed 140 square feet sJell Project Review Req: Shed 140 square feet Building Official This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced:with m six'months after issuance. All work authorized by this permit shall conform to theapproved application and the approved,construction documeints for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with'the'local zoning byylaws and codes. This permit shall be displayed in a location clearly visible from access street or road'and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the B ilding and Fire Officials are provided.on this permit. Minimum of Five Call Inspections Required for All Constr Work a i 1.Foundation or Footing r.. 2.Sheathing InspectionIf- LI 3.All Fireplaces must be inspected at the throat level before firest 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 L� � 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. "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). 1 , Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT r • e Town- of Barnstable �TME o� Regulatory Services Richard V.Scali,Director " '" MAS& ' Building Division $ �.ni s. Olto �9. �� Paul Roma,Building Commissioner �� ; 200 Main Street, Hyannis,MA 0260)0 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 PERMIT# I �O ` In FEE: $35.00 SHED REGISTRATION RESIDENTIAL ONLY t 200 square feet or less jj � /9 p�1eQSa�Z� �l/�� C�rC /f' �D i f �� ©Z63 � Location of shed(address) Village � soy- -.r��h Q Yl � 6 2- 3 3 Property owner's name Telephone number l'fo S3 F T " Size of Shed Map/Parcel# Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? You must-file with Old King's Highway Conservation Commission(signature is required). _ , _t Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE' COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:06/20/16 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel V 71 Application Health Division Date Issued Conservation Division t` Application Fee Planning Dept. Permit Fee (✓ Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address i P 1 _ Village C *4. 0;?co Owner Address Telephone 4C'D J , Permit Request s MELASM #SEW&Z4-;V2- ew 6-44�r� a-t�� ICA Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuations Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure �H+istoric House: ❑Yes ❑ No On Old King's Highway: ❑Yes, ❑ No Basement Type: C� Full ❑ Crawl 0 Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sgft)r Number of Baths: Full: existing new Half: existing °""` new, Number of Bedrooms: 13 existing _new Total Room Count (noZGas ding baths): existing new First Floor Roorr'Count Heat Type an?Yes'* ❑ Oil ❑ Electric ❑ Other Central Air: ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ isting ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached ara e: 0 existin ❑ new size Shed: ❑ existing ❑ new size g 9 g — g _ Other. Zoning Board of Appeals thorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# Current Use � t,� Proposed Use . - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name��, ,L Telephone Number '-114 qJ1-1 5%-!Z7 Address License # &K'/�3G� Home Improvement Contractor# 1?"7gG��_ Email ex.60.tr,t , Lem, Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO I SIGNATURE ' � DATE -71 .71 I FOR OFFICIAL USE ONLY .APPLICATION# DATE ISSUED j MAP/PARCEL NO. ADDRESS VILLAGE OWNER w r. DATE OF INSPECTION: FOUNDATION ` FRAME INSULATION `S I 1 1 FIREPLACE ELECTRICAL: ROUGH FINAL—' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 6 a DATE CLOSED OUT 4 ASSOCIATION PLAN NO. } i Owens Corning Basement Finishing S • y of New England Carey,William&Christine Contractor / Agent Authorization From e'a san` I195 P heat Dill Circle Cotuit,Mk 02635 508-419-6233 t _ I, e authorize Owens Corning Basement Finishing Systems of Boston to sign the building permit application on my behalf,to perform the work at: Home Owners Signature: Date: /f / Project Manager Signature: Date: 60 Shawmut Road • Canton, MA 02021 • Phone: 781-821-0060 • Fax: 781-821-8552 0 www.ocbostoil.com 00ke oflavestigrfiow 500 l ffsk>on Street Boston,df4 02M . www.ma 9uV1dra S Workers' Compensation Iumn ance Affidavit:Bmrldets/ConfracforsMec[ricians/pIm hers Applicant Information Please Print Lealy,' , Name ,t Address:/a9. .v.1J'ilNy�• E City atelTp: 'j6 Phone 4- Are youml employer?Check the appropriate bay Type of prof erg(req • .1. I am a employer,&..M _ . `l- ❑I em a 9c;=-l mdradm and I rmgloyees(ffl and/or pMt time).* have hiLME 111e sob-can achas 6• El New cmmkuctim 2.❑ I am a sole proprietor or partner- listed en the affacbed sheet. 7. [ dcEmg sbip and have no mmployees These s have 5. []Dmmh'f m WOEUag fir me in employ=end have wmicers' Y�M= iner�M=t 9. ❑Bm'Idmg addition [No workers'�:iosivance � . C°mP• ' 5. We are a c PMMfion end its 10.❑BIWtd al repass or additions 3.[7 I am a hom.eownea•doing aIl wadc officers have exenised thew• l 1.[:]Plnmbingnpaus or addifzons myself [No warms'camp. of exmuPfmPW MQ• ME]Roofrepairs ' insnr�ce req�ed 1 t m 152,§ICO.sad we have no mgdg=[No work=- 13.0 Outer *Asp t�pTiea�thaf ehs.Ys brit#1 Est also frII oatthe mina brinq*s5ewmg�wm�a'miapmsstina Pe�P ir�ou�limL t H�avmcss Who sal�'&is af6da�ridi�almg fhcy me doing�II�odc®d rhea home o�do Tema Est snl�rt anew�davrt indie�mgynrii• �e1�xk9�is box nest ed�chcd�■��;r;�,,,•�short sL�tme�i5e nano of the svb-canhac�s�d staff whd5a ur not�st e�iti�Nape F om an eu�loyer that is pravir&ng workers'campensaiian iirs�rr far azy emPlo3'ee� Belay it the pa�cy and job site . znjarrrra�nn. ., Insmaacx Company Name: Policy#or Self-ins.Lic. ao 1 Expsation e Job Site Address: �� �4la l•[ .GP (SfYlSta�l7aP o�� �9 Affarh a copy of the Workers'compensation policy declazation page(showing the policy mmaber and expiration date). Failtae fa secure coverage as nquardm cr Section25A ofMGL c.152 am Icadto the imposition of ca�malpeaaliies of a fore-up to$1,500.00 and/or amo-yew napriso� as wmn as civfl penalties in the f0m of a STOP WORK ORDER and a tine of up to$1_50.00 a day against the violator. Be advised that a coPy of this sbt=c t may be fa¢wml&d to the Office of hrvestigaf f ons of the DIA fro i asmmm coverage vmffic adm �do hereJiy render the yams a�cd pena£tirs ofPerjurY that Elie infarmm�aa provided above is Xrvr a7cd cnrrerl Phone# 7?q 9� �°2 7 FF only- Do not writ!in this wz%to be eom plied by cjyf or tam offidaL n: PermitiLicease# Healfh 2.B fldmgDepartment 3.afyffawnElerfricalYaspector S.Phnmbinglnspectnr son: Phone I • `i Information and Instructions haww mett5 GcaeaaI Laws chapter I52 requim a mq*geas to provide Wod='ca33pensation for tip eenpIcyees- Porsuantto this stye,as anpZUme is defined as'.—every person in ffie service of another under any contract ofhire, f express or hnplied,mal or wriftezt." An mmplayer is defined as'an ladEvidmL parftmmbip,awoc atiam,cmporation or other legal eaf¢y,or arty two or more of&e foregoing cpged iu a joint cdcgdse,and inchidmg the legal reg�ives of a deceased employer,or ffie receiver or trustee of as individual,pares,association or cd=Iegal etnitL employing employees. However the owner of a dwelling horse having not more than fi=apartments and who resides therein,or ffie DCCq3EMt of the- dwrdling house of another who employs persons to do maintz!n—cx.,constrm6m or repay work am shah dwelling home or on ffie grounds or bm7dmg appurtenant ihereto shall not because of muh employmed be'deemed to be an employer." ZS also sinter that a stale or local ` shall withhold Ihe issuance or MGL chapter 15Z,§ C(t] every hag icy renewal of a license or permit to operate a business or to construct buildings is the commonwealth for any applicant Who has not produced acceptable evidence of compliance with the insormnce,coverage required-", either the nor + of its political snbdiTvisions shall MGL 1 25 states�T �' � AddztionaIIy, chapter sz, § C(� _ Po ...... eater mtD any cant rad for thr-pe R ante ofpubhr,wmkmihl acceptable evidence of compIiancewith the ms nmce.. regcft ' t:of this chgAErhave been p=cntr d to the cmlmc.tfixg anffioahy A PPh=its Please fal.out ffie w compensation affidavit c cnplete yn by chwIdng the braes that apply to your sifnation and,if necessary,supply sub-confracta s)nam e(s), addnss(es)and phone numbez(s)along with their ceatificate(s)of . inset area. Z,iaufrd Liabffify Companies(LLQ.or I mited LiabUy Partnmxbips CLEF)with no employees offier than the members or paw are not reed fin nary wad=&compensation hmzmmce• If an LLC or LLP does have employees,EL policy is nxpized. Be advised that this affidayk may be submitted to thr Department of InduSftial Accidents for conformation ofinsnr-ance coverage. Also be sure to sign and date the affidavit The affidavit should be re t=cd to$e city or town that the applicatinn for the permit or license is being requested,not the Deparim eof of Fndnstrial A.ccidmtL ShouId you have any gnesti=regardmg the law or if you are regabrd to obtain a wads' compensation policy,Please call the Department at the number listed below. Self-insured companies should enter their self-iusm-ance license number on the app mFixte line. City or Town Officials Please be sore th4 the affidavit is complek-and pried legibly. The Depmtmeat has provided a space at the bottom of the affidavit for you to fM out in the event the Office of Investigations has to.contact you regm-ding the applicant Please be sure to fill in the pearmit/Iiccase number which will be used as a reference number. In addition,an applicant that must submit mulilpIe,peonitlLiceuse applitafiauos is any give=year;need only submit one affidavit indicating cmrent policy fi farcaation(if nocessaiy)and under`Job Site Address"the applicant should write"HE locations in (city or town). A copy of ffie a$davit that has been officiaIly stamped or mmimd by the city ortown.may be provided to the applicant as proof that a valid affidavit is on file for future permits or licensc& A new affidavit must be filled alit:each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial v&3t= Cie. a dog license or permit to bum leaves etc-)said pmsan is NOT reqaired to complete this affidavit - The Office of Inyestigatios would hke to thank you in advance for your cooperatm and should you have any questions, please do not hesitate to give us a caIL - Me.Department's address,telephouae and�mmm3ber: The COMMMWMI&Of usetts Deparimmt of1nbstdalAwidests Office dIMVeSQPtiO= Boson,MA 02111 Ta#617?27-4900 cit 406 or 1477-MASSAM Fwx#617 727 7749 Revised¢24-07 gA CERTIFICATE OF LIABILITY INSURANCE DATE(.1NA°Dmm `./ 5/28/2015 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 pol)cy(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 NAME CT Jane Logan Andrew G. Gordon, Inc. PHONE (781)659-2262rC.No.(781)659-4725 306 Washington Street A�IE :jane@agordon.com INSURERS AFFORDING COVERAGE NAIC 0 Norwell MA 02061 INSURER A:Liberty Mutual Agency INSURED iNsuRF-RB.-Pil rim Insurance Company 21750 Lux Renovations, .LLC, DBA: Owens Corning of New INSURERC:Peerless Insurance Co. 24198 60 Shawmut Road INSURERO:Star_;Insurance'Company 18023 INSURER E: Canton MA 02021 INSURERF: COVERAGES CERTIFICATE NUMBERXaster JL 2/6/15 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 ADDL SU R POLICY EFF I POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MIDD MMIOD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS•MADE a OCCUR DAMAGE O EN D 100 000 PREMISES Ea occurrence S � CBPOS12851 9/5/2014 9/5/2015 MED EXP(Any one person) $ 5,000 PERSONAL&AOV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 X POLICY❑JET LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER. $ ` AUTOMOBILE LIABILITY - COMBINED accident)MBINED SINGLE LIMIT E S 1,000,000 B ANY AUTO BODILY INJURY(Per person) S 20,000 ALL OWNEDX AUTOS PGC10007161409 '1/17/2015 1/17/2016 BODILY INJURY(Per acddent) $ 40,000 X HIRED AUTOS X NON OWNED PROPERTY DAMAGE $ AUTOS Per.trident Uninsured motorist BI s fd runit $ 250,000 X UMBRELLA LIAB OCCUR e' EACH OCCURRENCE $ 11000,000 C EXCESS LIAB X CLAIMS-MADE1 AGGREGATE $ 11000,000 DED I X I RETENTIONS 10,000 CUBSI1953 9/5/2014 9/5/2015 $. WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY STATUTE I ER OF ANY PROPRIETORIPARTNER/EXECUTIVE YIN - E.L.EACH ACCIDENT $ 1,000,000 D (MandatoryInMEMBER EXCLUDED? NIA ` WC042871S s/24/2015 5/24/2016 E.L.DISEASE-EA EMPLOYEE 3 f 1,000,000 If yes,describe under ; DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT-'$ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Carpentry/Basement finishing/Window Replacement CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Insured's copy THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. + AUTHORIZED REPRESENTATIVE. Geoffrey Gordon/LEE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025 r2rrlgml r CONTRACT TO INSTALL OWENS CORNING BASEMENT WALL FINISHING SYSTEM )wens Corning Basement Finishing Division(the contractor)hereby submitsthiss:proposal to sell and install the Owens Corning Basement Nall Finishing:System and related items as described herein at the.residential premises set forth below.This proposal shall not become a finding commitment unless and until it has been signed by the Contractor and the Customer. :ontractor: Owens Corning Basement Finishing Systems a division of LUX Renovations,LLC. 60Shawmut Road,Canton,MA 02021 Telephone#(781)821.0060 Facsimile#(781)•821-8552 Federal Tax ID#14-1855297 Mass.Home,ImproVement Contractor Reg.#137943 Date Customer: L Customer Name �Q�/� r / (�l�lkl S 1.7 Street Address . �//gpyS •f A 6A:5Atl` Z6/I 61/ City,State,Zip Telephone( SOS ) Z� �o i23 3 r y This is a contract.between the Contractor and the above named Customer to sell and install the Owens Corning Basement Will Finishing System and related items specified herein at the.Customer's residential,premises identified below: Installation.Premises: , Street Address `// I�`r City,.State,Zip .l✓b O V6' Scope of Work: a s v m r Are Sketches and/or specrflcati n sheets'C tta hed� es N a' 1 ref d f�`s 'All attachments are incorporated into one becomp�a p�(t�thfe�onVa ' ,ter" li+t�.,�,r f�, Description of WorWSpecdieat ons SV lit/ � Gt�/ � �S sr�J° SCur CS'r✓�f� /� l S U � o-7r 60 49 °"AI rs , rr rl �yhi$sK+yryFl�`. +1}410HP r Work Schedule": OF Affil Approximate Comtm�end enf�at ' �f ms0` 1� f k',pxr Approximate Completion Date'" ;rj , "The proposed work sche e is aox��atand suti'ect to changer & j t Contract Price: Y Total Contract Price $ 31o04fg19 •. + I ,._l r §! t Nyl5''fi ;r ik'S4� � � � '� 'M�k'! � � `Rj N �i� 47:L,�•f"d z o Deposit with order: $ � p D �r � 7 ua q{CaShCheck Q Balance Due:, OWN t Terms: o Cash T fit;,'�mance��,+• ,fs - t 4' �' r l '--'ar. �. Cash terms are 10%de oslt•5t)/ton comma ce ant QQD/ho co RI bon 'F rr is pia4 a �+' a f a ( P ;;f; t P 'fir f 1aY 'h rPe +A)r M'Rw+y`li b �V ti fa"'+t"y 'x _ kN ti r= 1s'Fia,1 aK _ t � i t �tg to t ; $ _.,Due,on.CommencemedtlX, $ Due on,Completion DO NOT SIGN THIS CONTRACT UNTIL ALLAPPLICABLE BLANKS ARE"COMPLETELY FILL'ED'IN AND UNTIL YOU FIRST READ' AND UNDERSTAND THE ENTIRE CONTRACT,INCLUDING ANY ADDENDUM ATTACHED HERETO,AS WELL AS ANY ATTACHED SKETCHES,MATERIAL LISTS OR THE LIKE,AND THE TERMS AND CONDITIONS ON THE BACK OF THIS CONTRACT DOCUMENT. YOU ARE ENTITLED TO A COMPLETE,FULLY EXECUTED COPY OF THIS CONTRACT AT THE TIME OF EXECUTION,, , Witness our hand(s)and seals)below on this (Q day of LUX Renovations,LLC./Authorized Representative: Signature and Title Print Name - - DO NOT SIGN THISCONTRACT.F THERE-ARE'ANY BLANK;SPACES - - v Custom r/' Customer Signature, Print Nammejj"�-,`,.,' -Customer Signature � V 44L. - - , , Print Name'::.. -;.__. :. a i•'z i•.,,,N.,r it .!x:. r.... , ,., Contractor may havecertain lien rights in the'premises until the price is paid,in full You'have the iightto;cancelithiscontract;`withoutany penalty or obligalion,.at anytime prior to midnight of the third business day after the date you signed this contract..See the notice_of cancellation below for an explanation of this right. —Customer acknowledges receipt of a true copy of this contract which was completely filled in prior to customer's execution hereof. " �If\TI/�C AC f1A L1^01 1 A'rl^kl 74'-0' TRANSOM ABOVE TWT2617 I MN 32 1/a x 21 7/6' 52 _ ICOTT GE STYLE SHEAR WALL COMPLIANCES o i32 va x W- 30%OF EACH WALL RUN �` I I I VERTICAL SHEATHING WITH - COTTAGE STYLE Bd NAILS 3" EDGE/12" FIELD (3)TW2652-6/1 I I I (2) 5. /1 /vir7 0 (4)16d NAILS PER FT BOTTOM PLATE 32 1/6'x 64 7/8' ISUN� I 32 I/ X u 7 DECK v L- 15%OF EACH WALL RUN - I 1S OATS VERTICAL SHEATHING WITH o I I 1 1 _ / M Bd NAILS 3" EDGE/12" FIELD - I I`�^ra..��,r„_ �^ B RBI li R/ (4)16d NAILS PER FT BOTTOM PLATE A5 o . 115� o 37ME Q -ien w r I I I LX 1 1 I� 4 oP IN G 71p \ —I-- 9 LITE I BUILT IN \ " p 1 I / 21_6" 3LT i \ 1 1— DN. 2 O N 2A 2:14. SSHELVES ABOVE W.LG. j I-------------- r CARPET v \ / DINING OAK Dj �*■ � !• Di VAULTED CEILING ------1 --y --- _------ n W iv 10'-6'O FLAT 12'-0'CATHEDRAL CEILING _ - Q o MASTER BrEDROOM N #� GREAT ROOM �" nSS -- W j� i i ABOv v OAK - /yy.11 _ 1 AN ~ 1 �0 1 PH)NE ——————— —————————_— ——————— _ ,A N.W W 1 _ ' TW24410-6/1 V, W ,•r O-6/I 1 ` 01 W MASTER° 2fi g 3o ve•x 6D 7/e• 30 1/6 X 60 7/a' 12'�° 10'-4" 3' B° 9'-2• 2'-4° W-6" 10`-B" 2 9'-2" 14'-10' n 1� TILE fi BUILT IN 'f --- ---- I 4 z I �'S w/ I GARAGE m m O N i DB i SHELVES ABOVE i (2)14'LVL 1 1 ___ M 1y.1 BEA A. 1i E CHTOW SLAB W M IL PITCH TOWARD DOORS ♦-1 Fi 2fi 'v . o v v LAY CEILING I -N o n Cl2 FIXED RA15ED CEILING - j.1 REF. KITCHEN 0'-i' ILE 24 5/18X 24 5/9' ,TE4ATH 2fi 5p Ifi Ifi 5'-I 3/4° o OAK LD NARROW WSEE 1ALL� m FOYER o BRACING < HALL ® O OAK - W 1 1-4 OAK v 7'-O'x9'-0'O.H.I DOOR 7'-O'x9'-O'O.H.DOOR J p J U 3 a -' Sp —— r CONCRETE APRON o TW24410-6/1 je - - 213 iv u f 90 I/B•X co 7/e' 4p I I II U Q N ULu) Xa PH I 16'-4° _J W Q O B'-10° '-10° 3' B° T-101' `? 0ui =Q 10'-6'CATHEDRAL QEILIN PORCH W d W EDROOM'#2 m TV �RDOM I#� K2I a Z B W �j J o _ v 1 0. CARPET iv CAT 5 CARPET I � _ I 1 - ry w m Q r 0 I I IJ I I im x U OV I I C J c+ � o r a>D WINDOW TO BE IB' - r LLOO OF OR FINI ED F A ~e A5 SHEET 7'_O° .�. �i L 7'_O• 6: a Qi 1D 6:_p° 2'_7° V-5° -0• 2'-3° 9'-O' '-6° 9' B'-O^ 14'-0' 16'_Oc 24'_O° 74'-0' FIRST FLOOR PLAN KW NOTE:ALt.WINDOWS ARE TO BE•ANDERSEN'400 SERIES WITH GRILLS A5 PER PLAN SCALE: 1/4" I'-O" DRAWN BY: KW DATE: •12/3/13 L 74-O 15'-4' 13'-3' I6'-O" 27'-5' Ib:_Oe • ••�Mff . 7:_qn T-q" N 44'CONC.WALL /� A 16'x10'CONTINUOUS FOOTING TYP.I L GIRDER 44 P.T. 4x P.T.POST GALV.METAL P ANCHOR 10''SONO TUBEE''PIER W/ I 28''BIG FOOT'FOOTING TTP, o I I BASEMENT RI�1 v I 3 1/2'CONCRETE SLAB I :.I I p . _ IJ. I a I I I m IQ I • I I ' w'-o' I ; I J WDROP _. • I I I I FOR DOOR U L 10. ' —————— -- -- ---------J I I L — ----- — ---i— — --- ----- r---- -------------- — ---------- I ------ I I I I BEAM POCK BEAM POCKET ————BEAM POCKET �. BEAM POCKET I I i I 1 I I i i I i1, B'x 7'-I'CONC.WALL I I �pp�I I I I I I O I 16'x10'CONTINUOUS FOOTING TTP —+H-� i I I I I 1 I I I I In... I I..■ I T-B' 14'-0. 14'-O° - 13'-B" UP I I I I I I I I I I I m I * * L•/ ■ i 1 P I I I � - NOTE: � I .:�I .-I � //yy b .. 5/8" ANCHOR BOLTS EMBEDDED 7" I ' SPACED 32" O.C. I q'_Bu I �.■ La _ t '✓/iY 12" FROM CORNERS I l I I W ^ WASHERS.3'x3'zl/4n I �i I.`{I (.ox,CONTINUOUS• LFOOTING TTP. I'_.I �i W. O;y I I 2xIOs 1 2zlob -I'� I 2x10'e I POI 0.1 o.c. •I III I GARAGE 4 - II W m/■yy-�� L PITCHLOAD TOWARD DOORS EAM POCKET ALI GNT W/'ABO✓E FOOT INGLc36,.36'x12 I I FULL BASEMENT 2' 1' I m I:�'I `■ ' 3 1/2'CONCRETE SLAB a _ I I I I W DROP WALL UNDER I I U I : BLAB.DooRs II II I 'I u BEAM ET I W Z I 4.-2xI0 ----- ------- — -- — -- — — zN3 a wui WK ,EZ tu GIRDER I I ~ m 3 1/2'VIA.STEEL COLUMN' I 30'x30'z12'CONCRETE PAD TYP. :• ' B'z 7'-q'CONC.WALL I I"% 14.P.T.POST 16'xl0'CONTINUOUS FOOTING TTP. I GALV.METAL POST ANCHOR BEAM POCKET I 6'-3' q'-b° 10' 'SONO TUBE'PIER W/ —————————— —— l I i,:I 25''BIG FOOT'FOOTING TYP. o O L----------'J n n 21-O' q:_b' 2. q:_b" 2'-0" SHEET IV- 14'-0" 12'-O" W-O' 24'-O° A . FOUNDATION PLAN yµ SCALE: 1/4' - I'-0" 2 DRAWN BY. KW DATE: 12/3/13 74'-O' TRANSOM ABOVE TWT2617 N 32 I/e x 21 7/B' 16'_D. `x't .. 19'-S' 101_Ou • s > t A ► ` COTT GE STILE 2 1/e X 16 .O 3 i4 7/e' 7 t 3 W SHEAR WALL COMPLIANCEI. $ I s- W- 3OX OF EACH WALL RUN I I I *" VERTICAL SHEATHING WITH COTTAGE STYLE - - Bd NAILS 3" EDGE/12" FIELD (3)TW2i52-i/I I! iR (2) X 6 - /1 (4)16d NAILS PER FT BOTTOM PLATE 32 /6'%64 7/e• SUN 32 I/B'e'x i4 7/' DECK 'Vn v L- 15% OF EACH WALL RUN - - I OAK1 I in 16'x H' VERTICAL SHEATHING WITH Bd NAILS 3' EDGE/12° FIELD Ile Wb (4)16d NAILS PER FT BOTTOM PLATE . g qq o ' I I WH 3161 Y:I f x OP ING 2'-6" \ —I-- '—I— / 9 LITE \ I L_I / DN. 3p 2a BUILT IN \2 T Ww O 2'j4. CAB's W/ 4 I. T-/ Z. 2-4 SHELVES ABOVE CARPET 1` f-------------- \\ I I // C \ I I / DINING OAK IS [ Di VAULTED CEILING ------ --y --- ---_--- H_ ,/��/�� (v 10'-6'Y FLAT - Q VJ A I I 12'-0'CATHEDRAL CEILING MASTER BEDROOM o o GREAT ROOM �! o —— STOM ob TV CARPET N 11TV v OAK - aq" ABQV - PER AN —-————— I , PH)NE ------- --------/-- W ILA O-6/I ' To I/bo 0 p MASTER� 2f' _ 2a 30 1/e'x co ve• v m W 30]A %60 7/B• 12't° 10'-4" 3' B° 9'-2• 21_4" 51_6" 10'-e° 'V-2° 14'cl0' '�.I W �J TILE r' I BUILT IN I I i o ^ I SH�ELVEWS/ABO✓E'Q (2)14'LVL ' I GARAGE m O DB i E4 ABOVE I' _ _—__ E OONTOW D O m M I I PITCH TOWARD DOORS `_I X I 2E v o Y p W. LEI LAY CEILING- I N ar o ' RAISED CEILING _ a ilI REF. KITCHEN N Cl2 FIXED 10'-i' E OAK j Fi om . ;IATN. 1 p - y 4 5'-I 314" II A SEE DETAIL FOR 24 5/5'x 24 5/B' TILE 5 I I o l� NARROW WALL FOYER 0 BRACING i HALL ®r OAK - IA OAK v T-0"'-O'O.N.I DOOR 7'-O'x9'-O'O.H.DOOR V 39 QC 5p - —— ® CONCRETE APRON 'o V TW24410 6/1 , 2$ N 0 30 I/6'x 60 7/0' I ~ 49 I II z q 3 PH B'-10" '-10° 3' 0° 7'-IOI' I 4-10" 16'-4" ® J N "�Q 10'-i•CA114EDP-AL 4EILIN PORCH I W W W b BEDROOM #2 m ry BEDROO_ M Qi#I. I ff � (p Z - o � Q CARPET v ♦AT s r-ARPET C I J n ry 0. �o I I U U Im x O o I I I $ iv m +Q WINDOW TO BE IS- OFF OF FIR 544ED o $ n O$ FLOOR A , Z x x &x A5 aiz I � m e SHEET 7,_D° .�. 5;L 71-0' 6'_D' Ai m 6�_D. 2'-7" B,_B° 21_3o y-D• �_6u 9-O• B'-O° 14'-0' 12'-0" 161_0" 24'-0' 74'-O• FIRST FLOOR PLAN KW Ir�'�4 �� DRAWN BY. KW \, NOTE.AtA WINDOWS ARE TO BE'ANDERSEN'400 SERIES WITH GRILLS AS PER PLAN SCALE: I/4' 1'-O' DATES 12/3/13 74-0 N 27'-5' 16'_0' • M T-9" 71_9n O I e MEN I 46k 'CONC.WALL I I GIRDER I IGG M! I'. b'x10'CONTINUOUS FOOTING TYP. u Q I I I ;;I - 4K4 P.T.POST i jVn xWA . I I 4ALV.METAL POST ANCHOR I I 10,'SONO TUBE'PIER W/ I A 28''BIG FOOT'FOOTING TYP.I CC F I I BASEMENT 3 1/2'CONCRETE SLAB s O I e J I ,: la-o° W � , Jug _ 70 ———'——————————— —— —— ————————— ————————————— — — ——— R—————— I I I I I DROP FO J I I•! ' -- -------------- Bx 7-9 --= r— -- —BEAM IWM W OBEAM POCK BEAPOCKET BEAM POCKET _ CONG.WALL .I 16'x10'CONTINUOUS FOOTING Tl'P UP I I I I a l 1 1 1 1 1 '` I I .;.I ■ ' I T-B' 14'-O" 14'-O° 3'-B° 1 I m I?c I .NOTE, 5/8"-ANCHOR BOLTS I I EMBEDDED 7" I yl_Bu { I I W O SPACED 32" O.C. ItI I 12" FROM CORNERS _ I: I' _ I - - 1 WASHERS 3'%3'%I/4" - i _ li I..f;i CONC.HALL 10.10'ON •CONTINUOUS FOOTING TTP. `'I y.:� J I ` ! I I 2.10E 1 2x10'. r 1 2.10'. 200'. -m' I I •1vo.c .I •1� t'o.C. I •I� 6 C 0 Ib"p.C. I I GARAGE a I - I 4'GONRETE SLAB ' • I I I(. PITCH TOWARD DOORS I I ALIGN W/INT '"'ABOJE I I I' L._———— — BEAM POCKET 36'x36'x12'FOOTING FULL BASEMENT m I,i I Iic 3 1/2'CONCRETE SLAB° I f; I W �■ I' _ ` DROP WALL UNDER I U I;. (V I I SLAB 0 DOOR5 TYP, --- ------------------- BEAM KEr I — ----------- ------------ p W Zd1 r i I -- ----- -------J I ZN r......�:.:......:. -----' -------- Q w a Ndw I .cI I I e w �F rL 3-2.10 GIRDER 3 1/2'DIA.STEEL COLUMN I I �r I �I i O U r U r I I I 30 CON CRETE NCRETE PAD TTP. i I ,•I 1 - � IP.T.POST � B'x 7'-9'CONC.WALL — 0 IL'x10'CONTINUOUS FOOTING P. I i b'_3' q'_b° GALV.METAL POST ANCHOR BEAM POCKET 10' SONO TUBE'PIER W/ L —————————— —— , I(' 215''BIG FOOT'FOOTING TYP. . - 21_pu 9,_6" 2u xl1_6u 2,_pu SHEET B'-O' 14-0" 12-O" 16'-O" 24-0° 74'_pu FOUNDATION PLAN SCALE. 1/4' _ I'-0" DRAWN BY 1322 . KW +,: I DATE, 12/3/13 74'-0' TRANSOM ABOVE TWT2617 N 02 1/¢ 21 7/8' I q, t)P MM I5._4a 13i_3. 16._pa 10,_pa � W s. ra j U N I COTT GE STlE 3)T 652 I-I 1/1 0 ( SHEAR WALL COMPLIANCE: 1 32 1/D %64 7/D' . ,I Iv o W- 30% OF EACH WALL RUN VERTICAL SHEATHING WITH COTTAGE STYLE , ~ Bd NAILS 3" EDGE/12" FIELD (3)TW2652-6/1 1 I 1 52)TW2652- /I (4)16d NAILS PER FT BOTTOM PLATE 32 /6'%64 ve' 15U 001 32 I/e'x u v DECK v L- 15%OF EACH WALL RUN 1 O'°'KI VERTICAL SHEATHING WITH m 1 I C h „• n 'u: Bd NAILS 3" EDGE/12" FIELD E I 8 If 7',r"3�r f �°om;.o�g B (4)16d NAILS PER FT BOTTOM PLATE o 0 0 + I I I 4�.'y A5 _ 3161 nqqq T• g o I I 37.CITE _ 7 I I —1— 37'%e3 - 1 j . y $_ � OPEjT!�ING 1 r' \ —1--T--I— / 9 CITE V U. 1I BUILT 2'14' CAB'S S 2� SHELVES ABOVE Q CARPET I, \ DINING OAK �*■ pi VAULTED CEILING — --y ——— ——————— - FLAT ———— N I I I2'-0'CATHEDRAL CEILING MASTER BEDROOM o ;' GREAT ROOM CARPET m I#ry ' m _ STOM TV _ iiABrn/ a' OAK - _I PER W AN I e PH)NE i W T 0-6/1 ' p fi - 30 1/6 D-6/I p MAST R 7 z g 3o ve•x co va• 30 IA X 60 7/6' 141y0'° .10'-4a 3' B° 9'-2' 2'-4° 5'-6" 10'-B° 2 9'-2° _14'-10' N '�.I z TILE fi I BVILT IN ---- -_-- I a L SHELVES ABOVE Q SEA 14'LVLE _ ____ I E NRETE SLAB m /O _ _ Fif I I I PITCH TOWARD DOORS a 2fi LA v p a v v W' D' v FLAT CEILING 1 tr iv o h Cl2 F0(ED RAISED CEILING _ LI m REP. KITCHEN r3 ' 10'-6• B H AT 2fi P fi fi 5'-1 3/4" OAK lip SEE DETAIL FOR n 24 5/B'x 24 5/B TILE 5 I I �- o Lp NARROW WALL: FOYER I BRACING HALL OAK O p d I W • OAK v j 7'-O'v9'-0'O.H. 7'-O'x°I'-O'O.H.DOOR J :o v 30 _. 0., CONCRETE APRON o U TW24410-6/1 fi 28 (v p 30 1/0•X 60 7/6' 1 40 I I u a N - I1 w QN o 8'-10° '-10° 6 1 3' B' 7'-10 4-10" 16'-4° ® 6? J O W Q !p 10-6'CAYHEDRAL QEILIN _ PORCH LL1 Z o BEDROOM #2 o ry BEDROOM�#I.Q CARPET �`+ .UAT s KARPET 1 iv I l I J _ a I I TV I I I I U U Im x O o I I o I� g N � �z{ m WINIF DOW TO BE IB' o s < n o o FLLOORRF FINI ED A xD x �" A5 7 ° C E - SHEET 7._pa 6._0 �i m�i 6'-O° 2'-7" B'-5" 2'-3° y._pa �'ba 9._pa 2'-3u 12�_paI6._pa 24'-0° 14._pa FIRST FLOOR PLAN 1322 DRAWN BY. KW NOTE.ALL WINDOWS ARE TO BE'ANDERSEN-400 SERIES WITH GRILLS AS PER PLAN SCALE: I/4' I'-0" DATE. 12/3/13 74-0 N 15'_4• 13'_5. 16'_On 27'-5' T-W CONC.WALL 'x1 G RDED'x CONTINUOUS FOOTING P. R 4.4 P.T. I w POST CALV POST ANC METALHOR 10''SO O TUBE PIER 215''BIG FOOT'FOOTING TTP.I I. I BASEMENT o I I 3 1/2'CONCRETE SLAB I I I YY i .' I I I oROP FORI ' I DOOR ------------ -- I ------------- — ---————— O ------- ---- ------ .. t-—— BEAM POCK ———— BEAM POCKET BEAM POCKET BEAM POCKET D'x 7'-9'CONC.WALL i i i i i i i I 0 I !• Ii'.10'CONTINUOUS FOOTING TTP _ U V ' I I I 14'-0' - 14'-D° 13-B" 1 1 1 1 1 1 .I 1 ..I•.. ,I.1.I-1y1 . :J'f: I r; NOTE, I I lb 0 I I I I I M[1� 5/B" R BOLTS IANCHO I - 0 EMBEDDED 7" , 9'-B° p Y IA SPACED 12" FROM CORNERS • I y:1 I 42' WALL 3'x3'xl/4" �n W i10xl0'CONTINUOUS FOOTING TTP. 'MQ Z • I ':I 2xI0L I 20018 i 2.10'. _ �/� 2x10'. _ I :I I v W O I •1vo.m 14'o.c. r •I�vo.c �/ •1 I" I GARAGE I I MW M [`T° 41 I I I I I I 4'CONRETE SLAB I I ^ " ' Y'I PITCH TOWARD DOORS POINT' I ALIGN W/LOAD ABOVE BEAM POCKET 't•1" I,,, L————— - , � 36'x36'02'FOOTING � I - ,. - I •".I FULL BASEMENT 2'6" I I 3 1/2'CONCRETE SLAB s I+::I I Ilu J.I I • ram• I ` DROP WALL UNDER I a I I r I N SLAB 0 DOORS TYP. I U L--- ------------------= .... . BEAM K - ------ LIJ zUZm----- ----- -- ---- Q N3 o I I :. I I '{r-------- -------- 1 - L1 =Q.. - I W d W I I 4,2.10 z d GIRDER I I �' K u 3 1/2'DIA.STEEL COLUMN 'i`' o V r U - 1 I 30'x30'.12'CONCRETE PAD TTP. __ ` ® 1 I I m -------------- y I' ---------`>`--- W.7'-9"CONC.WALL I I r 4.4 P.T.P05T _ ' I:�I 6'-3' 9'-b" GALV.METAL POST ANCHOR IG'xi0•CONTINUOUS FOOTING TTP. BEAM POCKET - L —————————— -- I SCNO TUBE,PIER W/2130''BIG FOOT'FOOTING T7P. ' 1. 2'-O" 9'-b" 2' 9'-b" 2. SHEET -0° S'-O' 14'-O" 12'-0° Ib'-O" 24,_0a jAA FOUNDATION . PLAN 1322 SCALE. 1/4' I'-0" DRAWN BY, KW DATE 12/3/13. Carey,William&Christine a�`E_ �+t- %Ik f 195 Pheasant Hill Circle _ CONTRACT C usto r Na Cotuit,MA 02635 _ Customer Signature ktfa'✓'�'✓' � .� SKETCH C508-419-6233 _ Sales Representative Signature ATTACHMENT a—. i '' i4 ,`# ReontractPrice_ 3l 8 rG • r z 3 4 s 9 ] e - 9 to It 1a u w u. , 3/ >0 0 41 12 43 �// /S N I] IB 49 SO 51 52 53 s1 A4 58 57 !B 59 80 20 21 22 23 21 23 28 2] 2B 2B 39 31 32 33 35 a 3] 99 39 4 2 sitL-.., �. . .. ..�_.. _.... _._ �_.. ... ._ �.. �... �_. - . 16 l-- � i 9 1, i 42 13 •. I I . .. er ` .. I. VND...., ._.. Is 19 4-1 pit 21 i l . I 11423 - 24 �. 28 27 - I. ,.-.: : I I- 28 29 I 7 � 30 I 31 I 32 l _ _ I 33 34 --- _ _ -' - ILL Ii I NOTES: 'Each box equals one foot unless other vise oted.This sketch Is a good faith representation of the work to be done,it is understood that all dimensions derived from this sketch are approximate,an that all locations of outlets,light fixtures,plugs,jacks and/or switches are subje t to change if necessary. M -- Offi ce of Consumer AffairsAnd Business Regulation 10 Park Plaza - Suite 5170 as Boston,=Msachusefts' 0211`6Horne Improve ,ontractor Registration Z N n. cMEN - - Registration: 137943 a ,4 Q z Type: Supplement Card o `o o``' 46 �. `~ Expiration: 1/29/2017 " M� LUX RENOVATIONS, LL'C. "' ; it ," EDV1/ARD ALLEN a - 60 SHAWMUT RD a CANTON, MA 02021 - o E v d o Update Address and return card.Mark reason for change. Zi o U 1v 3Ca,I G 20M-0511t 0 Address Renewal Employment (3 Lost Card p dl 0 3 y �.Www. � M ffice of Consumer Affairs&Business Regulation License or registration valid for individul use only j ME IMPROVE 7 CONTRACTOR before the expiration date. If found return to: a _ ��•. Office of Consumer Affairs and Business Regulation egistratio 4Y Type: 10 Park Plaza-Suite 5170 ExpiraY�x _ j? Supplement Card Boston,MA 02116 LUX RENOVATION OWENS CORNING k11SHING SYSTEMS _ EDWARD ALLEN / 60 SHAWMUT_RD., CANTON,MA 02021 Undersecretary Not valid without signature Duct Leakage Test Form Customer Information: Test Conditions: Name: Bayside Building Date: 4/17/2014 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(fta): 1735 Email: System Airflow(cfm): 1400 Cooling Size(tons): 3 Heating Size(btu): 80,000 Building Address:(if different from above) Primary Location of Street: 195 Pheasant Hill Circle Supply Ductwork: Basement City/State: Cotuit Ma. Primary Location of Return Ductwork: Basement Comments: System located in the basement on one zone serving first.floor. Duct work in cold spaces insulated with r-8 foil faced insulation all others r-6. j All joints seams and connections sealed with 1580 Venture mastik tape UL#181b-fx II System tested after rough install with Minneapolis duct blaster. Sheet metal permit#2 201401616 Total Leakaae Test Depress Press Outside Leakage Test Depress Press Test Pressure: (Pa) Test Pressure: (Pa) Baseline Duct Pressure(optional): (Pa) Duct Press. Flow Ring Fan Press Flow(cfm) Duct Press. Flow Ring Fan Press Flow(cfm) (Pa) Installed (Pa) (Pa) Installed (Pa) 25 3 56 Fan Model/SN: Results: Outside Leakage(cfm): Fan Model/SN: Outside Leakage as% System Airflow: Results: Outside Leakage as% Total Leakage(cfm): 56 1 Floor Area: Total Leakage as% System Airflow: Eric Whiteley Toal Leakage as% W.V:.RNON eric@wvwhiteley.com Floor Area: 3.2 INC. ;'' 28 Village Landing PE41MING•K10 •AIR CC7�(ariCMi4 P.O.Box 1266 W.Chatham,MA 02669 Plumbing• Heating T508-945-1100 Air Conditioning F 508-945-5549 Since 1952 www.wvwhiteley.com of tME Town of Barnstable Building Department - 200 Main Street BARNSTLE " . * Hyannis, MA 02601 6� A.�' (508) 862-4038 FD� Certificate of Occupancy . Application Number: 201309453 CO Number: 20140089 Parcel ID: 002002079 CO Issue Date: 07/14114 Location: 195 PHEASANT HILL CIRCLE Zoning Classification: RESIDENCE F DISTRICT - Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: R000 CERTIFICATE OF OCCUPANCY RES Comments: l Buil ' g E4rtrneU Signature Date Signed O� � � TOWN OF BARNSTABLE Building 201309453 BARNSTABLE, Issue Date: 01/07/14 Permit MASS. o 9� i639• Applicant: CHAVES ELECTRIC Permit Number: B 20140011 Argo�a Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 07/07/14 Location 195 PHEASANT HILL CIRCLE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002079 Permit Fee$ 841.50 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 165,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCTION OF A 3 BEDROOM,2 BATHROOM SINGLE FAMIL RAM4 CARD MUST BE KEPT POSTED UNTIL FINAL STYLE HOME WITH 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 PERMTC,CONVEYS NO RIGHT TO OCCUPY:ANY STREET,ALLEY,-OR'sIDHWALK OR:ANY PART THEREOF,�EITHER,T ORARII,Y O NTLY.,-ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICAL..Y,PERMITTED UNDER T "` HE BUILDING CODE MUST BE APPROVED BY THE JURISDICTION: STREET OR AL Y GRADES AS LL AS DEPTH AND LOCATION OF PUBLIC SEWERSrMAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION s RESTRICTIONS MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WONFLUE 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRSTINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTIO . 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. Q 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). ® ® THAT ISNISIBLE BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRI L INSPECTION APPROVALS 1 GFOD cfc L�IS]ly 1 /e P �• /�/ 1 G� ;7151 1 2 ;ti �' 2 21rf I Heating Inspection Approvals J Engineering Dept Fire D t 2 Board of Health r JOB Cfi p�/g �g SHEET NO. t OF__ TAYLOR DESIGN CALCULATED BY_-C-x_.1_ DATE •�� ` ! � %4 L_O T 7'1 '�j-ro ®GJ} CHECKED BY ��OF -A,.3A y�-r C SCALE TAYLOR _ c __ ►�� ��,,,� �-�G _.. eta�Tr P.c4&(I Y. .. : _ Z-Y-to.C L.4. 15,®� �.S o t.S 4,74 ty.®� Edr Z.. f C= '5 ►mooY --tcrw 11,71 �1a,s-t E4� ,N t2� ©l� JOB �_/ � f- / T LXl ` t-&cl rS� SHEET NO._ _ OF f TAYLOR DESIGN . Gr T DATE A-t9 - t4� CALCULATED BY (r.pT QI LC7 Tv t T h t t�/��0 s C� CHECKED BY__. DATE (745 r / SCALE . . �c�►�?t2.pc�_F-t.. `�p.�.�F. . t'3�.1... '_�''( A-1�'J_. �n.�. _ . �0�...2-r.��j _. 1-�a^2.,,� z o�•.?-z�--. y��.,a c5e.,.-C4o�....)_. a t . . ��. .. t.l. �. •�p�J. 0 ' c>ff - S'�t8, � �"�, � I,o4'. 1:7�.� c� K L Vir a� L � 3 tl -f- .cn.� Z c,..mac— 5 '►� ao�sED E•Qvt✓ . . i4:.. . . cf. IM S 141) �452 t. 5 I JOB Q / L,�T' t�is.YSrox:; SHEET NO. �-/ OF ?o C� , TAYLOR DESIGN - CALCULATED BY__�__(_ DATE. ,=� t= l—CJT ! 1 �T� �T �C"�"���`�� CHECKED BY _ DATE -rC.,f SCALE /4c.1.vv8 1`"7-+drr �t �..✓J �... L a .�t .. .C�,1 .. t .t�.. ... Gam__.--•• t . 3c� t4; b =. ct 7_9 S:.. 5: ar,s t t.. Yj.. F . `tom zit :. . ( �,�»St.� ��L � �.•.`mil.Z.,. '3.�c.o�.a tZ--t 'P C7 C, �l.1.2 P r 7-ca,�-... t t• t 4k ,oc3p 5, 44 cr 21 �`t} �: TOWN OF BARN".-STABLE I' T 1 TempParcelEdit Page 1 of 1 j ti �� +.�'° & i Logged In As: Wednesday,January 162008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 079 Street Number: 195 Unit Dev Lot LOT 79 Road Name: JPHEASANT HILL CIRCLE Sec. Road: �. T/R: # Villlage: 07 Cotult Part of M/P: MAP 002 PCL 002 _.........._.___......_.__._._.._-___........_...__. .......__ __ __�... ._....... _____._......_.__, Plan Ref: PLBK 617/69-75 (APP 7-62) Date Added: Updated: tJpdate elet �ddnothe httn-//i-,-,n12/Tntranet/Pronda.ta/TemnParce]Edit.asnx?ID=Add 1/16/2008 QF) 3 12,1)lqy . Commonwealth of Massachusetts Sheet Metal Permit Date: z Permit# Estimated Job Cost: 0 MAR 18 2014 Permit Fee: $ Plans Submitted: YES NO Plans Reviewed: YES NO Business License# I(00 1`O1NN OF A���1' LEant inse# aM NBusiness Information: II ''��II I Property Owner/Job Location Information: WN Name: �. Vernon P_E (`� , Name: Oalroy 0 Street: loll 1 Lard)n(l Street: N5 / &a l.L�& City/Town: City/Town: Telephone: 509— qy5 1 )00 Telephone: lig Photo I.D.required/Copy of Photo I.D. attached: YES NO S ff Initial J-1 /M-1-unrestricted license J-2/M-2-restricted to dwellin-s 3-stories or less and commercial up to 10,000 sq.ft./2-stories or less Residential: 1-2 family Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Institutional Other Square Footage: under 10,000 sq. ft. over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: HVAC ✓ Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: 'Ja4,Y duv_ ^^ nn a&,g iyax� he�A UV y�4 . i t INSURANCE COVERAGE: I have a current liability insurancebpolicy or its equivadentwhich meets the requirements of M`G L`Ch.11.2 Yes No[I If you have checked Yes, indicate the type of coverage by checking the appropriate box below: A liability insurance policy�, Other type of indemnity ❑ Bond El the s not have the insurance coverage required b OWNER'S INSURANCE WAIVER: I am aware that a license doe 9 q Y Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owners Agent By checking this box[],I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. t I Duct inspection required prior to insulation installation:YES NO Proaress Inspections Date Comments r III Final Inspection - - - - Date - - - - - - - - - - -C-OmTnentS _ I Type of License: By ❑ Master Title ❑ Master- Restricted City/Town ❑Journeyperson Signature of Licensee Permit# ���T� ❑Joumeyperson-Restricted License Number: Fee$ II . Cheek-.a tywv,.,�mnass_govrd„;l .. I _ Inspector Signature of Permit Approval r k__ ... x O 11W i . -y Scr-Oces Thomas F. Gyho "Ibcdor �•r�� �� Baildi Division Tom 1'crli. tilliu; commissicn-cr 0C,'Ma-11 SL'ccr Ii':�ais,lvi 0<6Ql r�sir.tnnrn.b�r-cstab(e.r.:a.*_•. 0l ce: 502-562-1038 Fzx: 508-7!�0 b2.i0 Pto eriy (j-stE rl1Lsi-. C O npletc ax cL 5�.,gn'T h s Sccti.on _1.1 T TS 1ST E A B L7.7 7.0 _r -d7e Shljcc -.i ro •l } / j arL:27s �- r t +1' =7 ^1b ,-t ` ` 'Y.... rDE ... k r'�C._L_!11GE, .. .. - _ Y�, C... r_ ._.. -��.. Y-._.1_ ,y,� b..C'"^",.Oil i M a:=cii'E Li i C t_T D at M. •, µ if Pl ib�ert-i� i xis 'IS P }n:n zo�r_1 r. ntt P'].ePsc comU1 e n.E .._ _. —�— _ Honlc-0 i�irntio �1r�e1. s, .L..-Lt.mpt.on Fo il- op ���e rcvett b sick, COMMONWEALTH OF MASSACHUSETTS SHEET METAL WORKERS AS A BUSINESS ISSUES THE ABOVE LICENSE TO: ERJC `T_;;WH I-TELEY W VER.N.ON WHITELEY PLBG AND 2.8 VI:L.LAGE LANDING �. PO BOX .1266 W.; CHAT-HAM tiA .02669. 000. 160 12/22/14 292629 ` ------------------------------- COMMONWEALTH,OF MASSACHUSE T T& ' SHEET METAL WORKERS AS A MASTER-UNRESTRICTED ISSUES THE ABOVE LICENSE TO: .ERIC T WHITELEY ..P.O BOX 248 _. WEST CHATHAh1 t4-A 02669-02 48 29*0 02/28/14 119423 r Fold,i n=_n 0.._cn Along All p.dor2tien=_ AC r= S70199211 �, p � EXP , '�-}�.t +..`aa00B 2� z.•-,s z �t-=,,,� _ t„ _-y ,g,y,- z� �02�16 zUfI' 0216`197r0 f t CLASS 1REST4 fNGT all VV"ITEEEY ERICT !, r( y ����}F�rsF•o �r - I Rightfa.x MI-1 10/4/2013 7 : 19: 41 AM PAGE 51/055 Fax Server ,r MT ACOR ` CERTIFICATE OF LIABILITY INSURANCE ,tl-oa.2ot� 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 ARIEND, 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 ISWAIVED, subject to the terms and conditions of the policy,certain policies may regriire an endorsement. A,statement onthis certificate does not confer rights to the certificate holder{n lieu of such endorsement(s). PRODUCER - - CONTACT NANIE: ROGERS&GRAY INS AGCY PHONE FAX 434 ROUTE 134 E,:Laa SOUTH DENNIS,MA02660 " INSURER(S)A.=FOzG1210 COVERAGE rLSIC 5 • II-ItURER Aa ACE.ArdERIC 01 INSURA>ICE COMPANY INSURED • INSURER E: VV VERNON INHITELEY PLIJIMBING& 11I3UREPC: HEATING CO INC&CHATHAM SHEET NIETAL INC INsua.E,o: PO BOX 1266 INSURES E: W EST CHATHANI,NIA 02669 INSURER F: COVERAGES CERTIFICATE NUMBER, REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAP,IED ABOVE: FOR THE POLICY PERIOD INDICATED. NOTIVITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUtAENT WITH RESPECT TO VIHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED-HEREIN IS SUBJECT TO ALL THE TERIMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOW/N MAY HAVE BEEN REDUCED BY PAID CLAI!\,IS. INSI I ADDL IU I1Pp,1O4L90CDYi iEYPYP Y1IPOLCY F-X? I LIMITS LTR T'ePFO'-lI1SURCCE POLICYHUb SEPIIPSVI 6`,UV;OD!Y'rYY1 GENERAL LIABILITY EACH CCCURF.ENCE S n0 0?.1_r0E TO R=,':TED I'S COMMERCIAL GErIE�.=L LL4EILITV' P _!.IDES IEa ec.!r:erre� CLAIMS-MADE I OCCU' LIEDEXP(Anyonepcmar) js — - PERSONAL&AOV 1?I!IJR'(. I S C NERSL AGGREGATE IS HC N'L.-.GGRE=A.TE L15:IIT APPLIES PE=. PRODUCTS-CO'•d?IOP AGG I S PRO- IS POLICY I I JECT I. I LOC AUTOh10BILE I.Mil ri f OF,lzll^ED,SIr GLE LIMIT IS ANY AUTO - EODILY swum,(Perperrn) IS IALLO':VI•IEO SCHELIULEU ECOILI•CIJUm,(Perao9dcal IS JAUTOS AUTOS _ N OP!-06YVE0 _ Fp�OF'E:aTY rAl.tAGE 5 HlrtEv AUTOS AUTOS INCr rr.•:r.,at� UiVBP.ELLALIAB OCCUR EACH CCCU^nRE10E IS EXCESS UAB CLA.I.'05-MAJOE AGGREGATE IS (DEO 'P RETENTIONS IS WORKEPSCOhtPENSA 10N , - - X , STATU- GTH- A)!D EMPLOYERS'LIABILITY TC•zY LIMITS ER. YIN ANY PP.OPRI=TOP.rPr'RTNERIE?:ECUrI',,'E NIA A 1 7 E.L.EACH ACCIDENT I$500 O00 OFFICER'ME1.t6EP.EXCLUDED? ILNJI 6S62UB IM --013 10-01-2014 � tSlandarcry in r•Ir.l - E.L.DISEASE•EA Ei�?FLO'i EE $500,000 It ycs.dcscitr.under 461721-664 E.L.GISEASE-POLI..r 1 LIOI, $500,000 DESCRIPTIOAI OF OPE.a=MCr•15 b!an DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(A7ach ACORD 101,Addltlonal Remarks Schedule,li more spare Is regWred CERTIFICATE HOLDER CANCELLATION ' TO!.NN OF BAP.NSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE TO0 IN OF STREET CANCELLED BEFORE THE EXPIRATION DATE THEREOF, H 0 IAAIS,STRE T NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED P.EPP.ESENTATIVE : G 1988.2010 ACORD COP.POP.A.TION.All rights reserved. ACORD 25(2010105) The ACORD name and 10gO are registered marks of ACORD The Coinrrtortrvealth ofillassachusetts -W,. Depar-httent. of lndustr'ialAccidents , Office of Investigations } 600 Tlfashington Street Boston, M4 02111 Mviv.rnass.govldia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): ��✓ V 2 k n r n LU Address: k V �1� s� �1 n a Po R o x I d G G \ City/State/Zip: Phone#: Ll Are you an employer? Check the appropriate box: Type of project(required): L I I am.a employer with vim - ❑ I 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- 7. Remodeling listed on the attached sheet. ❑ ship and have no employees These sub-contractors have s. ❑Demolition working for me in any capacity. 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 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.Fj Roof repairs insurance required.]' c. 152, §1(4),and we have no em to ees. t o workers' I�•❑ Other P Y' � comp. insurance required.] .A_IV applicant that chec'_tis bps i must also fill out the section below showing their workers'compensation policy information. ' Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affdavit irdicatu,g such. `Contactors 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. Lfthe 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 Lz rr t.t t c Co r, Policy#or Self-ins. Lic. +: Ls G .a Li 9 "_A L_� Expiration Date: ( 1 1 Job Site Address: V A i o S City/State/Zip: Attach a copy of the workers' compensation policy declaration page(shoRdug the policy number and,espiration 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 j'br. e dv' d that a copy of this statement may be.forwarded to the Office of Investigations of the DIA for inslrt'an cc -dverification. I do hereby certify under tl ,pains. nc/�e i s.f perjury that the information provided above is true and correct Siahatu7- G/' Date: r l 1 q 1� . — Phone 4 \ b�� 9 t-i I f C.(3 Official use only. Do not write in this area,to be completed by cit} or town official Cit v 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 5. Other Contact Person: Phone=: Division of ProfessionatLicensure: License Search Page 1 of I The Official Website of the Office of Consumer Affairs and Business Regulation(OCABR) Division of Professional Licensure Mass.Gov Mass.Gov Home State Agencies A-Z Topics Home)Division of Professional Licensure> ONLINE SERVICES ........... ...................................... ....................-........................................- ................................................................................................................... Check a License Check A Professional License Locate a Licensed Professional By the Division of Professional Licensure Online Address Change Contact the Agency More... LICENSEE Name: ERIC T. WHITELEY REFERENCES& WEST CHATHAM,MA RELATED INFO Disclaimer Regarding **This Licensee has additional Licenses, click here to view them.** Website License Searches Enforcement Process Glossary Licensing Board: SHEET METAL WORKERS Glossary of License Status License Type MASTER/UNRESTRICTED Codes License Number: 2967 More... Status: CURRENT Expiration Date: 2/28/2016 Issue Date: 8/30/201 0 Exam Date: School: This web site displays disciplinary actions dating back to 1993. This license has had no disciplinary actions taken during this time. The page above has been generated by the Division of Professional Licensure web server on Tuesday,March 18,2014 at 12:21:17 PM. 2007-2011 Commonwealth of Massachusetts Site Policies Contact Us http://license.reg.state.ma.us/public/pubLicenseQ.asp?board_code=SM&type—class=MI&I... 3/18/2014 1 1 .S. ♦ 0. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION CDZ— Map 0 O Z Parcel 0 - Application # Dr C Health Division Date Issued 1 Conservation Division Application Fee r J O Planning Dept. Permit Fee - Date Definitive Plan Approved by Planning Board Historic - OKH —Preservation / Hyannis Project Street Address 19 S 11 o, S -t- H e G � f-cd e- Village G O Owner COtv )+ EAvitAbblfe HOUS1*n 4 Address SOX 9-5 C_eY1t2E=V1'1 le, M?f}. Telephone S U - 1 -11 - � Permit Request G O►r1.S'rr lJ C.�t-iC>r1 Q 3 9 dal f-00 YX1 2 �G-'1'1� r-t�Csrr1 j S %=,n a 1 Gwv.ti I y .G 1n S / 1 1^ o ►ten ,� �'+-L` cw� c, 2- C_Cr- Square feet: 1st floor: existing proposed-0- /13 5-2 nd floor: existing proposed Total new ) S Zoning District Flood Plain C Groundwater Overlay P Project Valuationi6 S GYJO Construction Type 1,e!, d Lot Size `7`S Grandfathered: ❑Yes O'No If yes, attach supporting documentation. Dwelling Type: Single Family Ve(' Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes 4 o On Old King's Highway: ❑Yes idNo Basement Type: d"F-ull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) 0 Basement Unfinished Area (sq.ft) I -7 3 .� Number of Baths: Full: existing new 2- Half: existing new Number of Bedrooms: / existing 3 new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: was ❑ Oil ❑ Electric ❑ Other ' . Central Air: J�(es ❑ No Fireplaces: Existing New Existing wood/doal stov,� ❑`F( l�No Detached rage: ❑ existing ❑ new size_P ❑ existing ❑ new size _ Ba is 3" fisting newmaize_ Attached garage: ❑existing ;J"new size Sh\d: ❑ existing ❑ new size _ Oker: s76 #, i Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ r or- Commercial ❑Yes No If yes, site plan review# Current Use U n y S P_ 6�. Cena-V �--Q Proposed Use S fzcxw �'(�/ i4 O m-e-, .y APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �'�' C,,r 0, Cam,/ Telephone Number 5 O $--7'11— ) 0 Ll O Address BOX 9 s License # C7 0 SS 6 ��s L eDtef-V 1-e, M A. O 7 ro 3 2 Home Improvement Contractor# Worker's Compensation # 001 O G Z 2- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 1 2 y , 2 0 1 FOR OFFICIAL USE ONLY APPLICATION# f ' DATE ISSUED MAP/PARCEL NO. ADDRESS L VILLAGE OWNER DATE OF INSPECTION: FOUNDATION - /Y , FRAME 42-711 ti INSULATION I2-9J Y FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL " FINAL BUILDING c- 7/1,D4/ • ` DATE CLOSED OUT ASSOCIATION PLAN NO.• - Department of Industrial Accidents. b Office afInvestigatidns - 600 Washington Street Bastaq.,MA 02111 5vb wwiv rnass g ov/dia Workers' Compensation Insurance Afff a-spit: B ders/Contractors/Eleetricians/PI-umbers ppiicazt Inform, Please Pi -int Lezibly Name (Busiaess/orgmizaiion/Iudividual): .4/.�'f•� 13 f lblx_1( B Address: City/State/Zgp:69'�,Ir VI Af = e20 Are you an employer?Check the-appropriate ha. Type of project(required): 1.❑ 1 am a employer with 4. VI Ln a general contractor and I 6. [9`NEw construction , employees(full and/or part trine). have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet; 7. ❑ Remodeling. • ship and have no employees These sub-contractors have 8. ❑ Demolition . working for me in any capacity: P• 9. 0 Building addition . v�orkers' com insurance: [No workers' comp.insurance 5. ❑ We, are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I ain a homeowner doing all urork` right of exemption per MGL.. 11.❑ Plumbin_,repairs or additions g Y myself No workers' comp c:.152,.§1(4),and we.have o 12.❑ Roof repairs insurance r iced t employees.:[No workers' . _ . ]: 13.❑ Other comp.insurance required.] *Any applicant that checks boa#1 must also fill out the section below showing their workers'compensation policy information: t Homeovmers 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 mist attached an additional sheet showing the name of the subcontractors and,their workers'comp.policy inform Lion. I am art employer that ispr"ovidingworkers'compensadcri hisuranee•for my employees. Beloxv is thapolky andfob stye iFZfITFF?tEF.iiOYJ. , e q1t7 ; f) Insurance Company Name:. Policy#of Self-ius.Lic.#: ® - _ Expiration Date:. .:: 1. q,//: Job Site�.ddress: — �, �� � � � (It .f�C� City/State/Zip: �-72J?� Attach a copy of the workers' compensation polidy declaration ga e(sho?iln;the policy Aciii7ber.ah expiration date). Failure to secure coverage as regitired:imder Section 25A of MGL c. 152 can lead to the imposinon•of:criminalpenalties of a flue up to$1,500.00 and/or one-year inpriso#nent; as well as civil penalties in the form of a STOP WORK-ORDER and a line of up to$250.00 a day.against the violator: Ee advised that-a copy of this Mteme'nt ma 1?e for�Tarded to;the Office of Investigations,o€the DIA for insurance coverage verification. I do hereby cerd:y u-nder the pains and penalties of pe lury ilarit the rrfdr rnadon provided.above is five dad eQrrwt_ Slzaatare: / :Date: L;7-411�3 Phone n: - d Officiod Use Only. Do riot vrLje in this area to be equipleted by Eiz�y ar Taivrt officia City or Tovim: Pei rr dMcense Issuing A.tr hor ty (circle one): I.Board of Health 2.Building Depa.i trient 3. Cityfroma Clerk 4.Electrical Inspector 5.Plumbing Inspector 6 Other- Contact Person: Phone th Subcontractor's Insurance 2012 GL Policy GL=Policy WC Policy , ;WC Policy .e Sub Contractor Effective Dafe s Expatson Effective Date "Expiration': All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 _ 03/01/14 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 01/20/14 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 07/13/14 Cape Cod Marble&Granite 508-771-2900: 07/01/05 07/01/13 08/16/05 05/13/14 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 06/13/14 Carpet Barn Inc 5087548-1443 . 01/01/06 05/01/13 01/01/05. 02/13/14 Chaves,Robert 508-362-9929.: 08/13/04 08/13/12 12/17/04 04/13/14 Christopher Costa&Associates, Inc. 01/22/08 08/27/12 02/06/07 04/13/14 Coy's Brook,Inc 508-394-8442 04/24/04 04/24/13 09/21/04 _03/13/14 Davids Building&Remodel.. 508-428-3214 01/01/07 01/01/13 06/.14/04 01/13/14 Hill Construction 508-888-8154 04/29/07 64/29/12. 08/14/04 06/13/14 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12. DBA-N/A 07/13/14 Kitchen Appliance Mart: 508-7712221 08/12/04: .08/12/12 01/01/05 02/13/14 MAP Insulation 508-888-3599 .10/01/07 10/01/12 . . _10/01/07 05/13/14 Northern Sealcoating 568-398-9474 10/61/07 10/01/12 04/01/07 06/13/14 Pastore Excavation Inca 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:. - 03/13/14 1 f _ ry ns Co nstruction Supcn iatrr Ucenz CS-005645 BRI:AN C`� +T DACE _ a PO BOX 95 CENfERVMLE MA 02632 � _ Co7etsr€issio�t�r 04/19/2014 ' 1 � � Town of Barnstable. Regul tory Seryices Thomas F.Geller,Director Budding Division Tom Perry, Building Commissioner 200 Main Street,:Hyannis,MA 02601 Ym-y,town.b arnstab le.ma.us Office: 508-8624038 _ Fax: 508 790-6230 Property (Dvm r Must Complete and Siom This Section IfUsin ABuildfe Vel T, , ds One f the subject property - hereby authorize Q(l✓� e to act onrriybehalf, in all matters relative to,work authorized by this building pem t application.for: , (;(address of Job) Sign tore f( Print Name Q YORIMS:OWNERPERMISS10N REScheck Software Version 4.5.0 Compliance Certificate : Project DELUXE VILLAGER MODEL Energy Code- . 2009 IECC Location: Barnstable; Massachusetts -Construction Typei Single-family Project Type: New:Construction Conditioned Floor Area: 1,731 ft2 Glazing Area 12% Climate Zone:- 5:, _. _ .. Permit Date: Permit Number: . . . ... .. Construction Site: Owner/Agent:, Designe0Contractor: COTUIT MEADOWS BAYSIDE BUILDING INC. . .• . Compliance:.1.3%Better Than Code..: Maximum UA: 312 Your UA::308:.. 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 Assembly or R-Value R-Value or Door UA Perimeter U-Factor SLOPED CDONG:;Cathedral Ceiling 700 :: 30.0 0.0 :. .0.034 24:. FLAT CEILING: Flat Ceiling or Scissor Truss: . ..... 1*031 : 38.0 0.0 0.030 31 TOTAL WALLS: Wood Frame; 24" o .c. 2,080 21:0 0.0 0.056 :.100 TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 227 :: .0.340 77: s. Door 1:Solid 42 : 0.280 12: Door 2:Glass 21 0.340 7 TOTAL FLOOR_::All-Wood Joist/Truss:Over.Unconditioned Space: .: 1;731 :: . 30.0 0.0 :: .0.033 57: Compliance Statement. :the proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has;been designed to meet;the.2009 IECC requirements in REScheck.Version 4.5.0 and to:comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name_Title Signature Date Project Title: DELUXE VILLAGER MODEL Report date: 11/19/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\THE DELUXE VILLAGER.:rck Page l of 8 _ . REScheck: Software- Version 4.5.0 Inspection Checklist Energy Code:: 2009 IECC Re uirements:.0.0% were addressed direct)q y 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 d separate table, a reference to that table is provided. Section Plans Verified. Field Verified &R q;lp Pre-Inspection/Plan-Review. Value . . . .Value Complies? Comments/Assumptions 103.2 . drawings.. Construction and ❑Coin lies „ P [PRill !documentation demonstrate. _ Does.Not J :energy code compliance for the building envelope. ,"; []Not Observable ❑Not Applicable , 103 2 Construction drawings,and ❑Complies 403.7 documentation demonstrate °: ODoes Not [PR3]1 ;energy code compliance for . . lighting and mechanical systems ' ;', , , [:]Not Observable :Systems serving multiple �� ��; t"❑Not Applicable ;. dwelling units must demonstrate ,compliance with the commercial ` ;coder g g equipment g• Heating: j❑Complies 403 6 'Heating and cooling a ui ment'is; Heating- ' [PR2]2 4sized per ACCA Manual.S:based : Btu/hr l Btu/hr )❑Does Not on loads per ACCA Manual]or l Cooling: . .: Cooling:. s other approved methods. Not Observable ;:.Btu/hr ;:.Btu/fir : Not Applicable Additional Comments/Assumptions: .. - 1 .Hi. h lmact(Tier 1)g p 2 Medium Impact(Tier.2) 3 Low Impact(Tier 3) NJ/ Project Title: DELUXE VILLAGER mODEL Report date: 11/19/1 Data filename: C:\Users\Fine Line Design\Documents\.REScheck\THE DELUXE VILLAGER.rck Page 2 of 8 2009 IECC' Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ;❑Complies [FO11]2 ,. protect exposed exterior insulation ❑Does Not :and extends a minimum of 6 in. below grade. ❑Not Observable; ;❑Not Applicable 403.8 Snow-and ice-melting system controls;❑Complies [FM112. installed. . ;❑Does Not UNot Observable ❑Not Applicable ;: . ..... ( Additional Comments/Assumptions: ps 1 .Hih Impact(Tier 1)g p 2s;Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: DELUXE:VILLAGER MODEL Report date: 11/19/1 Data filename: C:\Users\Fine Line Design\Documents\RHcheck\THE DELUXE VILLAGER.rck Page 3 of 8 I, Section ` Plans Verified Field Verified # Framing/Rough, In Inspection Complies? Comments/Assumptions &"RegJD Value. Value - JD DoorU=factor. U- U- OComplies ;Seethe EnvelopeAssemblies 402.3.4. table for values.:: [FR1]1 ❑Doe N s ot .. ❑Not Observable Iwo . ❑Not.Applicable .. .. .. - 402.1.1, ;Glazing U-factor(area-weighted U- U- ; Complies ;See the Envelope:assemblies 402.3.1„ average). ... ;❑Does Not . ;table for values.:: 402.3.3, 402.5 ❑Not Observable ; [FR2]1 _. . .. ): . ❑Not.Applicable... ... . _ .. 1 1 303 1 3 ';,.U-factors of fenestration products [ '� = ] ❑ComP lies [FR411 are determined in accordance = - ❑Does Not with the NFRC test procedure or f taken from the default table. ; 3 ' ❑Not.Observable ® * ❑Not Applicable 402.3.5 g .. : U- ❑Complies ::.Sunrooms enclosiri co U-:conditioned ; [FR8]1 ;space have a maximum ❑Does Not !fenestration U-factor of 0.50 in . Climate Zones 4-8. New glazing ❑Not:Observable* separating the sunroom from 1 Not Applicable conditioned space must meet code requirements: 402.3.5 ;Sunrooms enclosing conditioned U ; Complies [FR9]1 space have a:maximum skylight I P. j❑Does Not U-factor of 0.75 in Climate Zones 48. I ; Not Observable ❑Not Applicable 402.4.4 ;Fenestration that is not site built 3.aElComplies [FR2011 its listed and labeled as meeting 4~ � ❑Does Not AAMA/WDMA/CSA 101/l.S.2/A440 ;;or has infiltration,rates per NFRC j ❑Not Observable ; 400 that do not exceed de r. ❑Not Applicable co !I its. . .:: _ :. . .... 402 4.5 ,g IC-rated recessed lighting fixtures . :. _ ' =i❑Complies , [FR16] z .i sealed at housing/interior finish i ❑ � . �s Does Not and labeled to indicate.<_2.0 cfm - 3 leakage at 75 Pa: $..� ❑Not Observable �... Not Applicable 403.2.1 , ;Supply ducts in attics are R- R ;❑Complies ; [FR12]1 ;insulated to>R-8..AII.other ducts R ;❑D R- oes Not :. . . +n unconditioned spaces or ,outside the building envelope are ❑ Not Observable insulated to>_R-6. :E]Not Applicable.. 403.2.2 All joints and seams of air ducts, a y ❑Complies: ; [FR13] air handlers,filter boxes, and {€ ❑Does Not 1 building cavities used as return = 1 ducts are sealed: _ ". ❑Not Observable �.; ❑NotA I+cable PP• 403.2.3 'Buildin cavities are not used for g ❑Complies. ; ]3[FR15HsupPI ducts. . Does Not 3 ' ❑Not Observable ; ❑Not Applicable 403:3 #HVAC piping.conveying fluids :. R- ;: R ❑Co.mplies [FR17]2above 105°F or chilled fluids ❑Does Not j below 55 OF are insulated to >_R- , 3 E]Not Observable 5 C ION Applicable ot: 4`03.4 ;Circulating service hot water ;:.R= ;❑Co:mplies [FR18]2 !pipes are insulated to R-2. p :❑Does Not J ; ;❑Not Observable ❑Not:A:PPiicable 1 .Hi h lmact(Tier 1) (Tier 3) g p 2 Medium Impact(Tier.2) 3 Low Impact Project Title: DELUXE VILLAGER MODEL Report date: 11/19/l Data filename: C:\Users\Fine Line Design\Documents\REScheck\THE DELUXE VILLAGER.rck Page 4 of. 8 Section Plans Verified Field Ve�i1~ied " lie # Framing/Rough irw Inspection Comps? Comments/Assumptions &Req.ID ` Value q Value. _... 403.5 ;Automatic or gravity dampers are ,<` ❑Complies , [FR19]2. I installed on all.outdoor air ❑ a ,. Doe s Not intakes and exhausts ❑Not Observable ❑Not.Applicable Additional Comments/Assumptions: 1 J.High Impact(Tier 1) 2 Medium Impact(Tier.2) 3 Low Impact(Tier 3) Project Title: DELUXE VILLAGER MODEL Report date: 11/19/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\THE DELUXE*VILLAGER.:rck Page 5 of. 8 LL ,. Section " Plans Verified Field Verilfied #, Insulation,Inspection Complies? Comments/Assumptions Recl.ID Value Value 303.1 JAII installed insulation is labeled ,.; ❑Complies [IN13]z_ or the installed R-values ❑ Does Not Provided. I l� .• ❑ Not Observable ❑Not.Applicable 402.1.1, Floor:insulation R-value. a R- R- ❑Complie5 ;See the Envelope:Assemblies 402.2.5, Wood ;❑ Wood ;❑Does Not ;table for values...: 402.2.E [IN1]l: ❑ Steel ❑ Steep 1UNot Observable . _:- j Not Applicable 303.2, Floor insulation installed per Y 1000mplies 402.2.6 ;manufacturer's.instructions, and € ❑Does Not [IN2]1 j in substantial contact With the _. ;underside.of the subfloor. . � ❑Not.Observable e Al ]❑Not Applicable . . . 402.1.1, ;Wall insulation.R-value. If this is a R R ❑Complies ;See the Envelope Assemblies 402 2 4, ;:mass wall with at least.1/2 of the 1❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2 5 Wall insulation on the Wall ❑ :Mass . :..:: I❑ Mass ..: Not,Observable ; [IN3]1 exterior,the exterior insulation Steel ❑ requirement applies. 0 ❑ Steel ❑Not Applicable 303.21 Wall insulation*is installed per ;` y ❑Complies [IN4]1 ;manufacturer's instructions. = ❑Does Not k Not Observable ; Y ❑Not Applicable . 40.2 2.11 .;Sunroom wall insulation has a R R- ❑Complies [IN8]1 minimum:R-value of R-13. New ❑Does:Not walls:separating the sunroom from conditioned space must :: I❑No... .....Observable !:meet code requirements. I ;❑Not Applicable omplies 303.2 :Sunroom wall insulation:installed 'i _. [IN9]1 !per manufacturer's Instructions. -r _ Does Not � ❑Not.Observable sr � ❑Not Applicable. 402 2.11 :Sunroom ceiling minimum ; R- ; R- ❑Complies ; .... [IN10]1 insulation R-value of R-19 in i _ ZID * ' of ;Climate Zones 1-4, and R-24 in. ;Climate Zones5-8: ;❑Not.Observable ' ❑Not Applicable. 303.2 ;Sunroom ceiling insulation is ❑Complies w. [IN11]1 ;install ed per manufacturer' s Does Not instructions. 1 t .. : �. IoNot-observable ; ❑Not Applicable : Additional Comments/Assumptions::: . : II 1 J.High Impact(Tier 1) 12 Medium Impact Tier'2 3 Low Im act Ti r Project Title: DELUXE VILLAGER MODEL Report date: 11/19/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\THE DELUXE VILLAGEA.rck Rage 6 of. 8 section Plans`Verified Field Verified' # Final Inspection Provisions" CoComplies? Comments/Assumptions Value:. Value: &Req.ID... _... 402.1.1, ;Ceiling insulation R-value Where "R- ; R ;OComplies ;See the Envelope:Assemblies 402.2.1, > R 30 is re wired, R-30 can be :. q ,❑ :Wood ;El ;table for values. 'Wood ;❑Does Not , 402.2.2 ;used if insulation is not: ;❑ Steel ❑ Steel ❑Not Observable [FI1] compressed at eaves.R730 may ; be used for 500 ftz or 20°/a . ): . t - ❑Not.Applicable (whichever is less)where sufficient space is not available." <; _., r 303.1.1.1,,Ceiling insulation installed per -� ❑Complies 303.2 manufacturer's instructions. '° ❑Does Not .- [F12]1 :Blown insulation marked every 300 ft2: n;, ❑NotObse,rvable I ❑Not.Applicable . ;... -.. ._:: 402.2;3 ".,Attic access hitch:and:door R-" R- ❑Complies (F13]1 .insulation >_R-value.of the ❑Does Not . ... .... adjacent assembly. ;❑Not"Obse.rvable ; ;❑Not Applicable . ...... 402.42, ;Building envelope tightness ; ACH 50 ACH 50 ,(]Complies 402.4:2.1 1 verified by blower door test result ❑ Does.Not . . [FI17]1 ;of<7 ACN at 50 Pa.This ;❑Not Observable requirement may instead be met " ;via visual inspection, in which ; j❑Not Applicable . I:case verification may.need to ;occur during Insulation ; . ... Inspection. . ,. . , .. , 402 4 3 k r Wood burning fireplaces have . ; r x. 10.Complies [F18]z . gasketed doors.and outdoor : ❑Does Not combustion air: []Not Observable ; NotA.pplicable. ., .. 403.2.2 ,Post construction duct tightness ; .: cfm cfm ;❑Complies ' (FI4]1 test result of<_8 cfm to outdoors, ❑Does Not L�ough�in test resulcfm t of t<_6:cfm Or, j❑Not Observable ;across systems or:54 cfm :: ❑Not Applicable without airhandler. Rough-in test , ;verification may need to occur during Framing Inspection. 40311 -JProgrammablethermostats r k K4 ❑Complies [Fig]? .3 installed on forced air furnaces. 4-4 4 h?r* ❑Does Not 3 []Not Observable. ,.A 4 ❑Not Applicable 403.1.2 Heat.pump.thermostat installed. :. ❑Complies ; [FI10]z on heat pumps. ❑Does Not jZ. iji ❑Not Observable ;. _ ❑Not Applicable 403.4 }Circulating service hot water . . 1 ❑Complies x w, 4 ' w (Fill]zsystems have automatic or ❑Does "Not accessible manual controls. r .. ❑Not Observable. ; .. ❑Not Applicable 403 9.1 ?,Readily accessible switch on. . r El Complies (FI12]3 heatersfor.swimming pools.. � - - n f ❑Does Not , j ❑Not"Observable. { : ❑Not Applicable " 403 9.2"- ;Timer switches on pool heater >' ❑Complies [FI19]3 land pumps are present. ,` : ❑Does:Not ❑Not Observable ..... a. ❑Not Applicable 1 .High Impact(Tier 1) 2 Medium Impact(Tier.2) 3 Low Impact(Tier 3) Project Title: DELUXE VILLAGER MODEL Report date: 11/19/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\THE DELUXE VILLAGE: rck Page 7 of. 8 Section.: 4' Plans Verified Field Verified #. Final Inspection Provisions Complies? Comments/Assumptions &Req.ID Value Value... .: 403.9.3 Heated swimming pools have a '" ' a ❑Complies [FI20]3 cover.Covers on pools.heated ; "' ❑Does Not l over 90°F are ihsulated'to R-12. t ❑Not Observable „i "RNot.Applicable { -- 404.1 ;50%of lamps in permanent OComplies [F16]1 ,fixtures are high efficacy lamps: .ti, y• ❑Does Not ; n ( ❑Not Observable ' EJNot.Applicable _. 401.3 y Compliance certificate posted: ❑Complies [FI7] Oboe s Not .. ... ❑Not Observable . , s .❑Not Applicable . 303.3 Manufacturer manuals for _' ❑Complies [FI18]3 i mechanical and water heating 3 ❑Does Not ]equipment have been provided. a ❑Not Observable - E]Not Applicable Additional Comments/Assumptions: I. .High Impact(Tier 1) 2 Medium Impact(Tier2) 3 Low Impact(Tier 3] ::Project Title: DELUXE VILLAGER MODEL Report date: 11/19/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\THE DELUXE VILLAGEk.rck" Page 8 of. 8 2009 IECC 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 Door - 0:28. . . CoolingHeating& _. . Heating System: Cooling System* Water Heater:. :..:: _ :... ... . ... ..... ... ..... .Name: Date: .. Comments AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 53011A..1)' DELUXE VILLAGER MODEL-COTUIT MEADOWS Q Check. Compliance 1.1 SCOPE Wind Speed(3-sec.gust)... ........ p ...................110 mph Q Wind Exposure Category:,............... ..................:.. ... : ..................:.. ..:....... .........:. :......:.......:.....:............. B 1.2 APPLICABILITY Number of Stories a roof which exceeds 8 in 12 slo e.shall be considered a sto( p ry)...:.. .1 stories <2 stories :: . - Roof Pitch ..::........................:...:.:....:::...:....................:...:.:,(Fig 2) .............................:::...:................8<_ 1212 . Q Mean Roof Height ....:.. ...................(Fig 2):.................................................:.16,ft <—33' Building Width,W. ::.::.. ..................... ...........(Fig 3)... ........................ 52 ft <—80' .. Q.. Building Length, L ............. ...,..... :.............................:.:.(Fig 3)................ ........ . ..............74 ft _<80' . Q Building Aspect Ratio:(L/W) ................................. ..........(Fig 4):...........:.................................. ....1.5 <—3:1 Q . Nominal Height of Tallest Opening2 ...............,.. ._.... .........(Fig 4).................,.................................6'-8"<6,8„ Q.. _. 1.3 FRAMING CONNECTIONS General compliance_with framing connections:..".*.:.:..:. ..........(Table 2).::..,..::......................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete .................................... ....... ......................................:............................. Q _ Concrete Mason ... ... 2.2 ANCHORAGE TO FOUNDATIONS 3 5/8"Anchor Bolts imbedded or5/8'Proprietary.Mechanical Anchors.as an.alterhative in concrete.only Bolts acin P 9-general :...................:...::..:.:;:.;.........(Table 4):.::..... ........................... ... Bolt Spacing from end/joint of plate ..................... (Fig 5)...................;. .:....:..:.;.:.....12 in. <_6" 12 Q .:: - - Bolt Embedment—concrete.:....:....:.....................:...:.:.(Fig 5)............... ...., ......................7 in. >7" Q Bolt Embedment: ry . .......(Fig 5).: in.>15" N/A.............. ...... . Plate Washer. .............................. ....... .........(Fig 5)...: >_3".x 3"x,/4n ........................ 3.1 FLOORS: _. . Floor framing member spans checked ....:.. ................(per 780 CMR Chapter 55)......;... ............ Maximum Floor Opening Dimension........... (Fig 6).... ....:...::.......................: _ft<_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 Wr .. .. .. . . ............. ft. <_d . N/A Floor Bracing.at:Endwalls.. ...::............................. ......(Fig 9)..................... ........:..................... Q Floor Sheathing Type .::.....:.........................(PeF780 CMR.Chapter 55):. Floor Sheathing Thickness ....................................:............(per 780.CMR Chapter 55)...................... ..314 in. Q .: Floor Sheathin Fastenin ........ 'Sheathing.Fastening. ........ ......... .........(Table 2)...........8 d:nails at 6.in edge/12 m field :: Q 4.1 WALLS Wall Height Loadbearing walls....... ..,:.:.. .,:...(Fig10 and Table 5).........:.....................8 ft::10' Q. Non-Loadbearing walls ........ .................... .........(Fig 10.and Table 5)....................7........18 ft <20' Q Wall Stud Spacing:P 9 ....: .......................... ...................(Fig 10 and Table 5)....................:24 in:<_:24"o.c. Wall Story Offsets ::....:::.....................................:::..........(Figs 7&8).::.::.::............................... .. ft. <—d .. N/A.. AWC Guide.to Wood Construction in High Wind Areas: 110 mph Wind Zone assachusetts Checklistfor Compliance (M CMR s301':2'j..ol 4.2 EXTERIOR WALLS3 Wood Studs .. ...: .Loadbearing walls...................................:.......::.;...:.........(Table 5)........,:.............................:. :2x6 8 ft 0 in. 0 Non-Loadbearing walls ............. (Table 5) 2x6-18:ft 0 in. : . Q Gable End Wall Bracing Full Height Endwall Studs........ ..........(Fig 10 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 ....... :. Fi 13 and Table 6 Splice Connection(no.of 16d common nails)..............(Table 6).....................:.. : .............6 Q. . ........................ Loadbearing Wall Connections Lateral(no.of 16d common nails)..,............. ...... .........(Tables 7) .............................................:...:..........2 Non-Loadbearing Wall Connections " Lateral(no.of 18d common nails)...................:..............(Table 8):.:......... Load Bearing Wall Openings(record largest;opening but check all.openings for compliance to Table 9) Header S ans ........ :.:.(Table 9)......:........... Sill Plate Spans ............ P :................................:...(Table 9)...........................:..............3 ft 0 in. <_1.1' :' Full Height Studs.no::of studs .................:.............. Table 9 ...'.............3 Non-Load Bearing Wall Openings(record:largest opening but check all openings for compliance.to.Table 9) Header Spans............ ; ......................:.:...:.(Table 9)...............:.:...... ...............8ft0 in.<_.12' Sill Plate Spans.................:..::.:.....:...:...........................:.:(Table 9).....................:.........::._ft_in. <12" N/A Full Height Studs:(no.of studs).........:... ....................(Table 9) .. 3 ............................ 3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening?...................................................:....:::..:...............6'-8"<6'8° Q Sheathing Type...................,... ....................(note 4)'.. ....................:................:...WSP 0 :Edge Nail Spacing...:.:.....:.:.....................;.,..:.....(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)......::., Percent Full-Height Sheathing ..... Table 10 . 30% .. 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)................:.. Q Maximum Building Dimension', L Nominal.Height of Tallest Ope,ningz..:....:..................:...:......:::.................................::.61-8"<_6'8" Q :SheathingType.:...................... . ....... :. ..:..(note 4).................:........:......:.....................,.WSP Q Edge Nail Spacing ...., ) 3 in: 0_P 9...,: :. . ........(Table 11.or note 4 if less .. Field:Nail Spacing P 9................... ..:.:.........(Table 11) ..:.......................................:...12 in. Q Shear Connection (no.of 16d common nails)(Table 11).............................. 4 _... Percent Full-Height Sheathing.......................(Table 11)...................:..................................15% Q 5%Additional Sheathing.for Wall with O eni .. N/A:. 68 (Desi n ConcePas Wall Cladding Rated for Wind Speed?... ........................ - Q. .. AWC Guide fo Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (7so.CMR 5301.2.1.1 1 6.1 ROOFS Roof framing member spans checked?...............:.......(For Rafters use AWC Span.Tool,see BBRS Website) Q Roof:Overhang ....... ......... ...................I........ (Figure 19)................2/3 ft:<_smaller of 2'.or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.........:.................................:......(Table 12)........... .. .....................U=236:plf :: . Q Lateral.........:.....::.................. .........(Table 12)........................ ..... L=176 plf Shear........................ ....::...:.........(Table 12)......................................... ...:,...S=77 plf Q 9 P p. p 9 ( ) ............. plf:: . N/A Ridge Strap Connections;.ifeollar;ties not used per a e:21..: Table 13 .:,..:.:....::.. .:T= Gable Rake Outlooker......... (Figure 20)......... ft<_smaller of 2'orU2..: N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift;....................;.....:..... ..............(Table 14) U lb. N/A .. ............................... Lateral(no, of.16d common nails)...(Table 14)........................................L= ..Ib. N/A Roof Sheathing Type.. ............:....................... .........(per.780 CMR Chapters 58.and 59) ............ Q Roof Sheathing Thickness.....................:...........:.:......... ..............:.:...........:...................5/8 in.>7116"WSP Roof Sheathing Fastening—........:........................:.....:.(Table 2)..........................................................:.8d DELUXE VILLAGER MODEL MEETS THE CHECKLIST IN ITS ENTIRETY,THEREFORE THE FOLLOWING. ... NOTE APPLIES: Notes: 1. This checklist shall be met in its'entirety;:excluding the specific exception noted in 2,to.comply with the requirements of 780 CMR 5301.2.1.1.Item 1. If the checklist is:met in its entirety then the following metal straps and.hold downs are:not required per the WFCM 110 mph Guide: a.. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 1:1 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 addedao 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 framin 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 (7go IMR 5'301:1:1,A)' WHEN THIS EDGE F EM ON FRAMING LISE&1 NAILS AT 6b c -- ------------ ----- __ it 11 1 11 Y 1-I .. ... it ... ...11 .11.. 1 ... .. G IIIND II d 11 1 ,1 u / 11 I113 IN .. .. .. .. .. 6 1-0 T1 066BLE EDGE NAIESPAC"ING PANtt Y� See Detall on Next Page Vertical and Horizontal Nailing - far Panel.Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mplz Wind Zone Massachusetts Checklist for.Compliance (780 eMR 5301:i i.1. .. �"wp Ir Zs • kk I, i FRAMING MEMBERS ®" .:..,. ... EDGE SITERMED1AT£ 1. _ .. S"MIN . . ..� --- - ---- - -- -_-. -- � .ice �1 •ice i STAGGERED - AWJL PATTERN � PANEL PANEL EDGE DOUBLE NAIL EDGE SPAUNG DUAL Detail . p . Vertical and Horizontal Nailing " - for Panel Attachment :. 1\ - Z L .. . V .J Z n ... W 0 LW 2 12 Q U) - iw i o010 ' � a ® ® mho Li Dot oo � 0 IJ I U) w S4r1CKE DE E0T0, S F2c'd!E��ti i i i i 4 Z FRONT ELEVATION 0 / � � CA : I/4° I:_O° m IL i A P 1'� x . SCALE: %T FI?E D_R� t:�,=P IT _._.._ rp7e W U K , U F u Qm z ui ul w aw Q K 1n F > qrF m w a�� uFu rm H Ul—1 Ll J ".A REAR ELEVATION SCALE: 1/4" . V-O N m UN O W V J W G Z U m a c w a ^ o } ^ .... w cob0 w lz a RIGHT ELEVATION. SCALE: 1/4° 1'-O° M w m a W A u 12 2- U u aN N p wo -= F N uk K a m� > ® 6 W Q r0 FTD ® V�U O J • SHEET i L J LEFT ELEVATION L J SCALE: 1/4' - 1'-O° 1322 DRAWN BT:KW DATE: 123/13 74'-O' TRANSCtt ABOVE TWT2617 wt 32 Iro.21 7ro• ♦�\ 19'-5° 10'-O• � COfT GE SHEAR WALL COMPLIANCE: I(3)TFI2652 o .. 13z v01 lQ W. 3=OF EACH WALL RUN VERTICAL.SHEATHING WITH COTTAGE sTTLE n"i Bd NAILS 3' EDGE/12° FIELD (3)TW2652_bn I (2)] "2- A c (4)16d NAILS PER.FT BOTTOM PLATE 32 tro•x ba 7ro• I!SUN.IROORI - 32 I/e'x 64] EC L- 15%OF EACH WALL RUN I 0 1I I is VERTICAL SHEATHING WITH ed NAILS 3" EDGE/12 FIELD (4)Ibd NAILS PER FT BOTTOM PLATE o $ I I I o � A5 ■LEI 0 . aiN`Ta3 o = c I ;i U 3 24 BUILT IN \O 4 .-■ O 6/4Wyy 214' SHELVES ABOVEQ I .// v f V DINING .. _. _. ,...... ,� VAULTED CEILING - - ---- n ------ --y --- oAx o 'o".i PUT 12'-0'CATHEDRAL CEILING - MASTER BEDROOM'm I I o • �eov Q GREAT ROOM cc BTU N CARPET 11 v OAK -° - 4y1 AN 0"6n MA5T�R T 2fi - 1a' -6n b W W 30 I %60]ro' 12'�" 10'-4° 3'8' 9'-2' , 2'-4' S'-6" 10'-B" 2$ 9'-2' IW-10' Inf'X 60]nf• _ .. TILE fi I .�___ p BUILT IN - r I a O -IZLVE ABOVE ()1114•'L E 1 I GARAGE m llU•!1 (lLIf1 CONRETE sLAB M `•J r a n 2fi-- ® PITCH TOWARD DOORS w W. D. it I UT CEILIN4 - IS C1 ELIN ❑ - p - RA ED G O - a2 Flxev lye. - m R� KITCHEN 24 5ro4 24 SA' TBATIH 24 S+ SII 1(1 ( V-1 3/4' o OAK �pD f NARROW FOYER C I BRACING c OAK c I T-0"1-0'O.H.1OOoR 7'-0•W'-D'O.N.NOR Lu V I J 3 II TW24410-6n S v 28 - � CONCRETE APRON O V O SO fro'X 60 7ro" F c 4II I I w z N I ' z Ia(13 -10. 3'B' ]'-1o6 .. 10• 16'_4. ® I 0 Lu W 0 CAVEDRAL UILIN PORCH BEDROOM #2 o ry BEDROOMitt6. -� L Z - CARPET _ PHT 5 IC'ARPET I iv ® I _ T w 1 7 tt � c WINDOW TO BE b• ' FINSHED A Q ~E 5HEET 7'-O' Sig T_0• 6-0 $ 1d'q' 6'-0' 2'-7° B,_5° ,2'-3' 9'-O' -6', 9'-O' 2'-3° B'-0• 14'-0' 12'-O' I6'-O• 24'-0' 74'-0' FIRST FLOOR PLAN NOTE.ALL WINVd ARE TO BE'ANDERSEM 400 SERIES WITH GRILLS AB PER PLAN DRAWN BY: KH KW SCALE: I/4' - I'-O' DATE: 12/3/13 e S 74-0 IS-4' 13 3' - 16-0 27,5' - N 16,-0• , • �MjA1� .- 7'-9' T-9° 'LVJa� WN T I `6 z 46•CONC.1 _1I 16k10'CONTINUOUS FVING T II I GIDR GALV. OT D ' 140WBE PI RWALL 414 P .POST ? 'BIG A NW6/1 0R i-, n _ - FOOT'FOOTING T1P.1 BASEMENT - I /Ny 3 In'CONCRETE SLAB 0 - i y.--�i � a � i 1 10-0 • ii ill .... xl I v I I I� z I I DRcr roR DmR �� V 4, 10 -- -----_-- - : r ------- --- M O 1 FiN — 6E4t1 POCKET BEAI•I t°SKtT L- .;� BEAFI POCKE'� '� ;-I I, Sk r-9•coNc.wAu ! a4. I - � 1 �•. F I IbkID•GONfINUDUS FOOTING TTP ��' I t I 'I 7i_6. ,qt_0. Iq'_O' IB'-B• I£ ill I I W cy .� r -- -�- N nSS _ I NOTE. CO, W 5/5'ANCHOR BOLTS t EMBEDDED 7' Tf' 9'-B' c .� SPACED 32°O.C. t2' FROM CORNERS I r 1 I WASHERS 3'K31KI/41 I �I b'I�CIIIUWS FOOTING T1P. I x I • I *I a.la°� I Ala° � - .I ala6 �I;';1 alla. � I; � � '.I v � m Q mI •Ic•o.d> I c lc•D.a I C K'O.C. {:% 1 I '; GARAGE I�{1 m Q. PITCH T�aw��-• E SLAB POINT B1—POCKET ALI I GN W/ L }yf I 36'=V.-FC OTING I ' I _ I FULL BASEMENT 2 s In.coNCRgg SLAa U �' I DROP HALL UNDER I I U v �-' I �.I 7 ------- ------------- .. BEAM J f.•. ---------- ---------- — o Z N— Im Ul w a_ G:':; Z ce D- • =-I-3-2t10 GIRDER I 6 i I G I 3 112'DIA, STEEL COLUIT! I •. .e - .9 I SO•z3Okl7 CONCRETE PAD TTP.I 1 _ I I ? U^V ,I 14x4 P.T.POST Bk 0.CI NTI HALL I GALV.I'IETAL POST ANCHOR A 16'zla CONTINUOUS FOOTING TTP. �B� �� 6'-3 9-6' M'SONG TUBE'PIER H/ 2g''BIG FOOT'FQOTING T1P. 9-6' 2-0' SHEET 14'-0' 12'-0' 24'-0- 741-0° '4 4 FOUNDATION PLAN 1322 SCALE: I/4' a I'-O° DRAWN BY: KW DATE: 12/j/13 ' H n w ,otj WI RIGID ND WASH BARRIER REQUIREDL Z �Y/, AT EXTERIOR EDGE OF EXTERIOR WA ,•r /3I TOP PLATE _ w ,•�•f'I RIDGE VENT U IL / 2.12 RIDGE BOARD _ _^ o SITIPSON iY1.3 4 FAST ENERS AT ALL _ 11]R'LVL RIDGE p RAFTER/TOP PLATE 0 - JUNCTKMS T1P. ASPRALT 0� `}a° 6/D'Cm PLYWOOD e..Y o/ �d •?f ` BLOCKING,�-O`Q.C. v' ,A` 12 (3)1 3/4'.9 In'LVL BEAM` 11 T/B'LVL RIDGE iN FIRST TWO JDIST 1 RAFTER 12 B�7 BATS FROH GABLE WALL QB R3D F.G.INSUL. .0. -. _ ao• ►w 0: ' • 00 n •� 1.6 i 16 O.G. V J■ 0 fij-� II �{00e �4'OC� - (2)13/4'[14'LVL BEATI � (� Y 1G Q.c. Ma o(3)2.lae s KITIEN �IYi STRAF7'ING W 1.6 Tw BEAD BD. O Po--MST IN WALL BETW (9)2.12 MDR. F.C.GYP.W. EEN GARAGE 4 LIVING w • 0'COIUFIN BEYOND ARE4 o SUNROOM GAGE o v Tw 3/4'OSB 2..6'°Y ib'O.C. y m i 2aa°0 IG'O.c.W/ R19 F.G.INSUL. SOLID BLOCKING In•CD%SHEATHING R 19 F.G.INSUI. TTVEK/R.C.CLAP 4'CONCRETE SLAB FRONT./W.C.SHINGL 510M 4 REAR PITCH TOWARD DOORS II 1 11 1 Hill 2.10's IG'O.C. W .T.2.8s•160. J (3)2.10 GIRDER TTP. .;. _. .-.. la caNc.SONo FIERENT I. 3 In'STEEL IXX. 30'x9W,12'FOOTIN� S IU Z L__1 - ------ N lu z uai 3 3 1n'co", SLAB d . . . .. _ OC InL Z 6 F Q W 26-0' NOTE 24'-O' u• ,.. . 5/8'ANCHOR BOLT5 V r EMBEDDED 7' SPACED 32'O.C. 12' FROM CORNERS WASHERS 3'%3'%1/4' SECTION "A" NOTE' SECTION 11B" CONTRACTOR TO REFER SCALE: 1/4' I'-O' TO WFCM 110 X B AND SCALE: 1/4' 1'-O' C4IECKLISTFOR ADDITIONAL HIGH WIND TECHNIQUES RELATED TO THIS PLAN SHEET A5 1322 DRAWN BY: KW ' DATE: 12/j/13 I N in - A W r..l w a 8'-4' - 14'-0' - 4' 13'B -- ~ U W a ( Lo rro u.y .. .._. W a W Z O GARAGE - m m a n A � A • W J U U U 4N J z m3 A6o w0.w Q 1 D 1] � of c F U a rpp � SHEET FIRST FLOOR FRAMING PLAN A� SCALE: 1/4" - )'-0" 1322 DRAWN BT: KW - DATES 123/13 N. _ V p _ (1)9 I/3 LVL 'Q^ ''TRUE VALLEY• Q {" W E%POSED BELGW /IT••"'••• 9 Jr �Z a o W 213 RIDGE (3J 9 12 L L - {� Q 3x13 RIWE W I Z MMa O 2 () I I W VL I E O _ 1 M' m m m a 1 , W BEARING WALL V 24-D. F Q UQN J z 1n 3 rc D lu J 9 A w dw Q 'BUILD oJER• VALLEY o K II1 rc a-F J 'BUILD OVER VALLEY• - u�u a O N . 12-o• 26--0' ROOF FRAMING PLANE��/y SCALE: 1/4' . 1--o' A / 322 DRAWN BY: KW DATE• 12/3/13 ' - N Uco N Lo in go rram�. W V J n OIL. w c w a .. JOINT DESCRIPTION U LL. ' ROOF FRAMING - eo.wile + V E%END HDR TO CORNER 2>6 DEL TOP PLATE ain eou eroe iW uR�wi�eo) - _ /� Nu W a o �J (S)FULL HGT.STUDS - rw rtATss Ai vn WALL FRAMING � a6IGTG0(FA[e wnm) JACK STUD— W a - o Wm(a(Irs w/m) ''6n� n NAIL TOP PLATE - `'� FLOOR FRAMING Q Vl n TO BTM OF HDR W/2 ROWS OF—NAILS m TOT Ro[wltm) M O 3'O.C. _ elaui io duionRi�mwP�T[(Toe wiimJ . T W STRUCTURAL PANEL HEADER aean ox clwa(EKe wu[o) . O NAILED Ed COMMON CONTINUOUS HEADER nwiT ovsvmca To w..nRoe Nuus) 1. ,•, YI O 3'O.C.EDGE AND FIELD O MULTIPLE OPENINGS 'T o.--T�vw---1 Yi ■ ROOF SHE`THIFNG _ ` W DOOR TRIMMER STUDS a♦wsees 6FAcm ova u o,c, u w mc[n nuo /F�y'�- O W M a 2-S/3'ANCHOR BOLTS CEILING SHEATHING a w/3•.3'PLATE WASHERS WALL SHEATHING ;•cTswn�-rieaew Anne _ W. J FLOOR SHEATHING � U Q N ILI t OW W L CC N E DOO w In J I SCALE:N.T.B. EF w a( SHEAR WALL COMPLIANCE W- 30%OF EACH WALL RUN J VERTICAL SHEATHING WITH Sd NAILS 3' EDGE/I2'FIELD (4)16d NAILS PER FT BOTTOM PLATE L- 15%OF EACH WALL RUN VERTICAL SHEATHING WITH ed NAILS 3' EDGE/12' FIELD (4)16d NAILS PER FT BOTTOM PLATE - SHEET A8 DRAWN BY: KW DATE: 12/3/13 ' 271►� ?4�7 . .1 . I � .1 .. Foundatio�'...,.I...�.In C..I,I!r,�.�'_.,.I.'.-4I'ertification .n�j,oI,.-,,I,;:..,-'�,'-�,1,:,_.�-�,'.�,o'.."*�.,�.,-.".".,:,,.--�,.., BarnsI,-�,::.,,.'-���'.I.,_"I table, MA .I-I,.I.I Prepared For : Lot 79 .N� 195 Phedsan t Hill Circle : CotU,4I Meddows I.--.�. ..I...I.� .�-I 'r�,'�s"�I_.I.1.,J—.1.,...�',1,� �,.:,.,--,—._.,I 1,I:.I �:I�. .i".1-�,.�.�..." ,"tI'',I1,��'.j:".-':i:�r'��, .-%I�,;''._'.�1I.,,_.-- .,.1,1.�".w,',-1.,".',1,I.,l,'�,;.I-"�1-:,��I.. �,.-.!.;%.:,�,��_�,..:._.; I.�,,�1,-1.�,-'..-�,�I,,,�1..I'-.,..,I-1� p,.1.:1.,..,,,��I 1. .,�:I:.."��.- -1I 1.!I�,.i,- -. -.I.".1.I-:I''�.I. .-., 1 I1 I.�.:-;.1. Subdivision of, Barnstable Assessors Map"root Panel 02 Baxter ' Nye Engineering & . Survey..I"-�-I..-.inI'. Flood Zone' C ® FIRM Community Panel Number No-. w 025551 0021 D .V.,. .1..- .1..1.I.� OWNER: Cotuit Equitable Housing, (LC ® Deed Book' 21804 Page`, 41 Registered Professional OPEN SPAIE:' Cotuit, Meadows Homeowner's'-Associatlon, Inc. '® Deed,, .' :`Engineers 'and Land- Surveyors I.I.�I.....II..r.:I III . .. I� � I1....�I.I .�. .�I . . Book.23.161 Page 59 78 `North Street,° '3rd Floor Barnstable Zoning Board of Appeals No 2005 082'® Deed Book 21059 Page 158 , . . H an'nls, MA 02601 y. I.. 1 II Ir. I..�.�..1. _.— II Minor Modification No. _1 ® Deed .Book 22249 Page 282 Phone (50,, :771-7502 Fax (508)-771 7622 Job,Number ` 2005-214 SCaie I" = 20' 02-26-14 ,11."...."��I_I .. . . ,. . - .. j _ y i... ... . _ .: _ _ ' 11 • r. g r'.' LOT 80 . I ' o �� .0 d Z b�.6 I- Iy� 1 . I . �� T ^ - . cP1. ,;�� 6�16 . 09�� , 1. . OPEN SPACE 4 / / 6 0 p� cn \� `� � PGA \ , t r .. . :r s j�O, >> . `. . � y �9h OP�pC� �o . 9...�_,.,1 T.O.F 65 63 >. Y <1 O. t` III titib` d 17,556E .SF { �. o 11 . o ..�.6 0 40f ACRES 14 .. It LOT ,77 2_', 11 F �' , , 1. 1 . i r a� 1.1. ���Ei !O 7 fie' 1� 6 .. .. .. :h.: .. ' • ,• - 1 . � 1 .�,�� C7 S 6� j , et p G` 0 "1`.' C . a -S` P " OQ� Y , t11�11 aF o <_ f N x. 3 p . o I CERTIFY THAT TO'THE BEST OF`MY 'KNOWLEDGE THE'',-EXISTING xSTRUCTURE SHOWN HEREON.IS IN COMPLIANCE WITH FRONT, SIDE AND REAR SETBACKPREQUIREMENTS (20'/10� 16)" ;AS: NOTED IN TOWN 1.0F, ?��,F . BARNSTABLE`.ZONING BOARD. OF APPEAL .No..'2005-082;(DB;21059 Pg'158)' IS LOCATED IN;RELATION To: . ��-\ `S tL PREIMETER .MONUMENTS SHOWN,.PER EXHIBIT "A'.` ()B;21804'.Pg_45).WAND'IS'NOT LOCATED WITHIN A - � OF ;E ;•, z SPECIAL FLOOD HAZARD AREA � " O�� �.�ik y. , - N. i, THIS PLAN IS NOT TO BE RECORDED NOR IS FIT TO BE USED TO ESTABLISH PROPERTY LINES. �, °. MA 6 I } '' w No. o .0 v�q ,: .. -6c��0 I. REGISTERED PROFESSIONAL LAND SURVEYOR N'BAXTER NYE ENGINEERING& SURVEYING -. , DATE. .�`'" ,..N to .. . O : .- - . O - N . .. . - - - i I O ,' ' . O . ®212,7 Ll Foundation Certification in Barnstable, MA Prepared For Lot 7.9 N 1,95 Pheasant Hill Circle 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. Hyannis, MA 02601 Page 158 Phone — (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 ® Deed Book 22249 Page .282 Job Number: 2005-214 Scale 1" = 20' 02-26-14 LOT 80 tp j j - Q f Jo� ; i �< M• a 1 . ' OPEN SPACE o o- ,LC3 , J � FO OP r,0. T.O.F. • 65,63 A LOT 79 .' •0, 17,556 f SF 0.40f AC LOT 77 1. ro 5 , ri j un (7) I Q CN 0 o .77 N . Ul 3 v 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 a c BARNSTABLE ZONING BOARD OF APPEAL-No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO ti tL r+ � is• i, rq PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A �"� BNA , o SPECIAL FLOOD HAZARD AREA. THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE ,USED TO ESTABLISH PROPERTY LINES.,uj ' REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE >;l .� N t O N O O N , ''f'•�1 w w _ 'SA4HGERM NOTES., w w HILL CIRCL —•E _ R/ SO 1. LOCUS PROPER►Y IS SHOWN AS: PHEA T — _ --4-- m M%63• ASSESSORS MAP o02 ; PARCEL 02 liv j S + 0 0 ; /N V 23 2. SETBACKS: FRONT = 20 C E/DC y E�` ,` ', /N V. p 153' 43 4: cOMnYPANEInONNU� R:o255°st o02PROP0 PROPOSED su60MSIOM P�ANs. £ C E� � -" ;' N v T�S3. THE FLOOD MISURANCE RATE MAP DEEM THIS AREA AS ZONE C, 33 AREA OF MMIMAL FLOODING. ENVIRONMENTAL NOTES: SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRMA ENVIRONMENTAL CONCERN). SIZE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER NHESP MAP OCTOBER i, 2006 "ESTIMATED 3 ' �', ; cP HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS , PROTECMN ACT REGULATIONS (310 CMR 10)." SITE DOES NOT CONTAIN A CERTIFIED VERNAL. POOL PER NHESP (OV ' Nil MAP OCTOBER 1, 2006 'CERTIFIED VERNAL POOLS." SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER '72'85 ,' ��� ;\ 1, 2006 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES , UNDER THE MASSACHUSETTS DNQANGERED SPECIES ACT, It/ CURB % �' �__-- r--^-`-_________________ - A REGULATIONS (321 CMR10) ,'' S SITE S WITHIN A STATE APPROVED ZONE I GROUND WATER F` RECHARGE PROTECTION AREA i CONSTRUCTION NOTES: -------------------- -- _ `, 1. ALL GD CONSTRUCTION SHEET NOTES ON C-2 FROM THE ' ----- • M.` SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. OPEN SPACE 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET' C-5 FROM LOT 82 THE SUBDIVISION CONSTRUCTION PLANS FOR COTUR MEADOWS, -\\` '� < N �` DATED 6/25/07, SWH.L HEREBY APPLY TD THIS SITE PLAN. �*� �+ LOT 80 - __-__- �. INvs2.4s 3. SEWER BUILDING CONNECTIONS: ` - MIN. COVER SHALL BE 3 FT: y ���. �--- �_ �` - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES S - g -_____ --\ N` `\ AS REQUIRED BY BARNSTABLE DPW. \OPEN SPACE --------- __ N * ` Cotult Meadows Subd!Wslon - - -_ ,►�► ;' 9 inset Cotult•Barnstable, Massachusetts -'"1 79556f SF SCALE: 1" = 20' PREPARED FOR 0.40f ACRES A,� COTUIT EQUITABLE HOUSINGr LLC � e6.io,' 6e.os �'�' � �. / a p P. O. BOX 95 0000, 66.1 e4.,s oa �, file, MA 020W M w d, ,2 , ao 64.55 a 605 TIRE INV-Ss.1�d4.03 --' Site Plan Lot 79 ow 199 Pheasant Hill Circle 3-- --------no o BAXTER NYE ENGINEERING & SURVEYING LOT 82 ~I ��g --- �, --_ �0 64.�0 02 ReglswW Professional ZH 0��,qs �t _ s STONE 0�' - ° .-' -- S Engineers and Land Surveyors �o�� STEPHE q` TO 62.0 - �.1.2� a / X5&o BERM 9 78 North Street,aid Floor,Hyannis,MA 02601 _ o P� __ _ Phone-(508)771-7502 Fax-(508)771-7622 IL 6 - ' -o 46345 INV-54.61 VEGETATED 12" DEEP 3 20 0 20 60 /ANAL EN '•� ��� `�'• -' RAIN GARDEN (125 o t3 TOP- / SCALE IN FEET '�. 1��. BOTTOM-mo SCALE: 1" = 20' DATE. 12-18-13 - �,-a0 (1) 6' A. x X WO QQEN 5P PGA , REV. DATE: REMKS� LEACHING '`.BASIN W/ 1' STONE 30.0S L0Tm79 SdRRROUNDING (OR _ VEGETATED 12 DEEP ALTERNATE EQUIVALENT �� RAIN GARDEN (123 VOLUME,OF 260 CF) Sp,O 5-- C.F. STORAGE) CONNECT 'ALL ROOF 5E.0 TOP-59.0 gpAN�NMC M1M�R DOWNSPOUTS-T40_ BOTTOM-W.0 LEACHING BASIN C/o ,-'' 0: 2005 2005-214 CML DESIGN 2005-214PBLOTS.dw INv-s6.0s - ' 2005-214