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HomeMy WebLinkAbout0196 PHEASANT HILL CIRCLE k-or- cP- -owl J� Town of Barnstable Building Department 200 Main Street MARNST"LE, # Hyannis, MA 02601 MASS 1639. , (508) 862-4038 - Certif icate of Occupq_ncy Application Number: 201407467 CO Number: 20150200 .Parcel ID: 002002021 CO Issue Date: 09/29/15 Location: 196 PHEASANT HILL CIRCLE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: POTENTIALLY DEVELOPABLE LAND ' Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Z11Deartment Signature Date Signed �tHE� .TOWN OF��ARNS'TAbla'""" ' BU-111ding 201407467 BAANS'rABLE, Issue Date: 11/12/14 Permit y MASS 4pA i639. �� Applicant: BAYSIDE BUILDING INC Permit Number:`B 20143090 Proposed-Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 05/12/15 Location 196 PHEASANT HILL CIRCLE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002021 Permit Fee$ 1,122.00 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 220'000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A 3 BEDROOM 2& 1/2'BATH CAPE STYLE HOME I THIS CARD MUST BE KEPT POSTED UNTIL.FINAL • � W/AN 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 026321 y Application Entered by: JL Building Permit Issued By: Aa. THIS PERMIT CONVEYS�NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY'PART-THEREOF;EITHER - RARILY OR ENCROkRMENTS ON PUBLIC PROPERTY;N07 SPECIFICALLY PERMITTED IJNDER THE BUILDING CODE, BE APPROVED BY TI-Bi,JURISDICTION STREET,OR ALLEY.GRADES AS•WELL'AS DEPTH AND LOCATION OF,PUBLIC SEWERS.MAY BE.' -OBTAINED FROM THE DEPARTIvIEN'r OF PUBLIC WORKS,THE ISSUANCE OF THIS PER MIT NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDWISION' _ RESTRICTIONS MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 4,FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED: 4.WIRING&:PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. , 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). i 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. - PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1�=P-m � '?�io�;�5 1 ��02(0-•l S 1Rav�� n1< 6-a,3=-Is'�1f G �iNs� �'�S151.���F,S (��ih�IJ • 2 3 � v'✓— ���`J[� 1 Heating Inspection Approvals Engineering Dept.. Fire De t 2 Board of Health F f i 4f ` y f ....r v.� . -. .v""ylr..+v�..n..'L+w�.ir.�r..mJ !+/"J"^Y�(ti �'.. - -•Y+.`/ ... . pp 114E A Town of Barnstable P� p, BARNSTABLE. • Regulatory Services 7 MASS. j °6,9. 6.1 Building Division pTFO MPS 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice . 1 �Type of Inspection / ' Location 1076 P4EA-S A-,,J i ! " LL Permit Number Owner Builder t One notice to remain on job site, one notice on file in Building Department. j The followingitems need correcting: { g �`—J T/J LJ t c_S tj�OWf-2 D06i?- RE SU�-�'s Nr F-b Please call: 508-862-403J8for re-inspection. 1-114i Inspected by ( /4 Date �a� o � �earth of 1,'1assacliuset s Datc: �(� ��{ Pzrniit r l y 6 l Estimated job Cost: S 1 X0PRESS PEU1111� O U 'D'I 1000 it Fee: S 95.00 Plans Submitted: YES 1\O VDEC 2 2 2014 Plans Re-vievved: YES N3 Dusi-ie..Ss License - ! O JOWN OF BARNSTABLE ApplicantI celi.se Business Infonuation: Prope_--t'O-�vner/Job Location Inior-manor:: Nalne: ice. l/Erin ov� Loh)_Ikmale_�J 1-�_ , Nz.n.:: VQr4� Street: ` ..C�`o �Iv J City/Town: Ct�Q�j�r LdA-j Cit1/To-vn: elephone: T eleph ore. Photo LD.required/ Copy of Photo I.D. attached: YES 0 J-1 / - -uTlte�tricted 11CenSe J-? / - reSriCted to dwellings storie-5 or less and co=- , rcial up to 10:000 sq. i::/?-s_o.ies or Ie.a Residelstial: 1-2lariiily V l�lu-1ti-i ily CoLQo/gve'nj'10 s=s Other Cominerci 1: - - , w OTL1 -Ret?II Industrial Edu�ationc, LnsT.U ion al O'uier Square Footage: under 10,000'sq. . i/ over 10,000 sq. R. number of Stories: 'Sh 6t in eta1.iv or k to b e c o m- p,1eted: dew Work: V/ iReriovatio_: I1T_�,7AC INfet 7;'atershed ROOiiric itCi28ri E• ria st System etaI Cliirr-I -V/V cnts Air$alaacinz Provid:, detailed description of,.Y'ork to-be done: - �ZQ INSURANCE COVEP4GE: ffIKI I have a current liability insurance policy or its equivalent which meets the requirements of I.G.L. Ch. 112 Yes \ Na . a I If you'have checked Yes, indicate the type of coverage by checking the appropriate box below: I A liability insurance policy ( Other type of indemnity I i pond U ! OWNER'S INSURANCE-WAWER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the N'tassachusetts Genera! Laws, and that my signature,on this pemit application waives this requirement. Chick One Only I I owner ❑ Agent ❑ i I siclnaLure of Owner or 0,,vnerS AJ i:i By checking this bcxi J, I hereby carrtity that all of the dataiis and in ormation I have sub:, road for entarad)regarding this application are true and accurate to the best of my knowledge and that all shoat metal work and installations performed under the permit issued for this application will be i;cornpliance with all pertinent provision of Lrla Massacnusau oullaing Code and Chapter 112 oftha General Laws. Duct inspection required prior to insulation installation: Y_S NO Pro�re s Ins-Pections Dates L prll i GP. S Final InspectiOn - 2t - - - - - - - - - - - -Coil7 t t: - 1 i Type of Lic=nsa: 1 By Master Ii_= ✓�L J �wll � I / f ; I I Hester-Resirict=d v I Cityl Town. I Ul � - I ourn-eypBerson Slgnafui-',- o:LIc (IS=--= t= I ,n ❑Jcum=yp=rson-R=s.ricted !'' r ! � Lice-nse Number: i�.7>✓ i I Check inspector Signature of Perinit Approval i ' tiTown of Banastable' o Regulatory Sei�vzces` DCTWfTdM2.�, IM6 Thomas TT,,GeiIrr :Director L Brxz�c�Y.n�11i�rzsion , Tom ferry,7iuilaiag[:omudSAcrer 2O 'Main St-Oct:H.r-DIUS,W�,02601 • ,�w'w.to�n:barnsGaliCe.n�a,?�; Office: 509-8624038 " FBX4 508_79M230 Prod.erL� ��tP r��x s t COM!etc and 5cciiolx ff Udnz A'ALlrlcl�, u awner of t f-Subjec-t.property. r I-Lare by air hozize `P�'I_7 i I 1 n �._ � �. �� tp.act a>a MY behalf, . . jai L imi ten.rtkti�e to work autho iz,r dl by tau; T"�,;zT_�pe.r-yic aPPlioation�`or. ,S 7. na of er - ate • Pxiztt a.i�e --- ._.___ if 'x'a_ e - ~�(�er is applYing forp�.e. t please complete "(-he Homeo .ei-s L cewe .�:q nptton�O.-t:•m on 'tbe mvei Q:FDRMS:OVdNL•RPEr AL3S1JN Fold,Than Detach Along Ali PenoraUons :COMMONWEALTH OF MASSAC.HUSET;T.S BOARD SHEET METAL WORKERS SM AS-A BUSINESS ISSUES THE'ABOVE"LICENSE TO TYPE ER:IC T:. 'WH.ITELEY::,, 1� W VERNON 4JHIT.E,LEY FLBG A.ND' C. _B 28VILLAGE. LANDING P,O;�, BOX :- 1266 . W CHATHAM MA02669 .000 2 1' 0 12/22/14 92629 6 ,2.92629`: : Fold.Then Detach Along All Perforations ' COMMONWEALTHbF MASSACHUSETTS ,x �- _ ,� �� =SHE•ET MfTAaL WORKERS f �,'' ISSUES'eTHE FOL=LOW=I�JG LECENSE ,� AS A MASTER UNRESTRLCTED s R W 1 PO BOX 248 , r `1 :tom 1Z`- WEST €HATHAM MAC 02669 -0248 2967 $ a2/=28/16 t 8o i z A4S;SACH SETTS r DRIITEWS � �..`r LICENSE ti} 02151 70 Ew . Eatik Sr;Ef{C>TY z a{811 MAIN S7 4 WC h1A 02669 � 'i,D001.09.2014 96 07-7S2009 r ; YT;e GGrriM'07r7VCO*h o �.lassac&fsefs Depm ftmo t ofI?u7k.s(rial,4ccrderxty (ice oeslroru ~3 60Q &reet � l Boston 21M 02 l WerIKers' Compen_-ationlnsarance—fidav-it: Builders!Contra:cturs/Fle-ctrici2iL&Tlumbers � p-gUc �ut Iufarmatfon ` Please Pant L�-ib 1V I�- ame (-q—-Org�on(Lfo�I idaal)_ W �I p-/Ln o n �J:� k ��t,I i.v� P i �n�v�1°i,n q v �� t-n��n S_ �� �n�• Add V\ I I v 0alo60) � Cl 3rfStat&Zip: W L N a-4 1 n, ���t� �..'� � 6 s-) 9 q b C Are you an employer:`Check the appropriate,bo:c T p: of project�rt�rtire�= - I am a emptoyez,-:ta l0 3 4. ❑ I am-a Puefal mntractor and-I employees{ all ar*d`or pit tee.) Ltavehi edtL-mb--ccY�t ac`�or. 5. �`T �s;� o ?_❑ I am a sore propaetor orpartnu LLs`w.d o$the a bed sir ;_ ❑E od lick sLtg and hate nn loyees Tir`ti.sob-coatsactors 3zaje g- ❑Dtinelitica wc, ernnla.�and have—wo6-ers' '1'� � C2p`'�- 1 4_ ❑�II'�d��adLau`'_Ca RNT6%'o_k-m' can_,nRICa„re 5_❑ We are a cmpGmtioaandits 10_❑El��ical rcr is of addi tom �_❑ I zsa L meov-mom a"omg all z4or� o c s ixav e erc*sc3 c"n I _❑Plmb gr= s cf as i;i�-.. "— X (TIo' cr'--''C �gt _ right.of P .4on �c per MGL y , _ ICI,❑r;�of = Y�cff rc iai_Tca-1 c_ 152, §1(4)=yaed hs na empI E:s.[IVGwrxiem' 13_.0 father ma co .tasu arcs .ch--6=I-c i;:-tZL*L:c_t'-_ ---tjo�.'L-T—showj.._ —Two _= i+c-zr.T,���rr mac*=-�r��s�� �c>�—=t f�`z c, �::�:rc��-*d���c-`�c=•c��:�ccrs�i; .=r��•T�5�.<<-�,��-�� ..�mrs—d -T-�.k`rct-. a-,�--cry=iddiae-rulsaEeL:'w—,,Lzhar=—ze*is n=a�ss t ram. L`-L-asi'�-co--ccrL=7 z- y�r,Cq,Mms F--'' EL---E- F•o-rk-"com_.polkymazl�= I G?,Z aT c.`7ip r Tr'ritt ispm-idfhQ ivorkcrs'eereu�^r:sr��.a.n rest;FlC[cCE�Cl'my e-PTL' t�-_'S. �?e�..G�f:LS ff2 pC'��CF iiltl�)CJ S,re Gomp� 2�ase: C r. rrt r rL �- n its u L �n P . J / F`oli r_yr sLf FT C 7 i_= L1 _ °I `7 a_ to 1 l ti � rionat : Job Si,---. r d l lis: V C. P. \ C itVI's tate/zi 1 r 1 cFx a copy of fh4z-7 wGrt ers'cnmpensation policy dPcIiration page(showing the poliLT r umber anal e--p�7aiion da:e). Failure to se-mm.covef-age as rtius 5 zsder Sec-<oa?;k of M-GL c- 152 can lead to th.:imposiEm o=criminal p=.aa-es of a Ste up to 1,50G.0a an, for ono=yesrin=--ate as keil ci vii penalties in fe fo=a of a STGP A OR'K OF.J�Zasd a - o=up fie� -C-3 a.day a�zainrt the violator. Be ach s tha;t a cry:of this slat-meat mzy bF fe_,w-ard:fl to the cufice.of IzTi'�n�tf�dtl=, offfieDL``iEirflL`�'dmc�c6vCmabe4�ritcation- I do higreb4,cetAfy under tkzp.:dns alldpe±abues vfpcdzr tin orrc. a prmad-5r£ab,z e us 6z e an£correct 5iGmait Date_ g I / / L/ i Fhua. -t 7T: ( I LO 2�') Q'F'Rx:rr£us.--QuFy. Ida not write M thus arer,ra be compIsted by city,ar town afficiaL Cite or Tom: Permt/ia-cease f Ls: ag Autho?icp{arde one}: 1.Board of H•ea th 2.Ru rang Department 3. Clerk 4_EIr-c.trical Inspetitor i.Piumbig al:Rectar E.Gther Ca,::u�ct PErsa.a: Phone�_ �J 5 TE A CERTIFICATE OF LIABILITY INSURANCE 09-24-2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: ROGERS&GRAY INS AGCY PHONE PAX 434 ROUTE 134 ac Na Ext: ac No E-MAIL SOUTH DENNIS,MA 02660 °' INSURER(S)AFFORDING COVERAGE NAICit INSURER A:ACE AMERICAN INSURANCE COMPANY INSURED INSURER 8: W VERNON WHITELEY PLUMBING&HEATING CO INSURERC: INC&CHATHAM SHEET METAL INC P O BOX 1266 INSURER D: WEST CHATHAM,MA 02669 INSURERE: INSURER F: COVERAGES CERIIFICATE NUMBER: REVISION UMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUB POLICYNUMBER MMIDDJYYYY)POLICY EFF POLICY EXP LIMITS LTR IVSR WV1 t GENERAL LIABILITY EACH OCCURRENCE S COMMERCIAL GENERAL LIAR ILITY DAMAGE TO RENTED $ PREMISES En occurranco CLAIMS-tAADE❑ OCCUR MED EXP(Anyone person) $ PERSONAL&ADV INJURY $ GENERALAGGREGATE S GENT.AGGREGATE LIMIT APPLIES PER: I PRODUCTS-COr.IP1CP AGG S POLICY JEC LOC S AUTOMOBILE LIABILITY cn ant OMBIIJ D SINGLE LIMIT $ �a a ANY AUTO BODILY INJURY(Per person) S ALL SCHEDULED AUTOS OWNED D AUTOS BODILY INJURY(Per accident) S HIRED AUTOS NON-OWNED IOe�Rde,tDMAAGE S AUTOS S -- —UMBRELLA LIAB7 -OCCUR— EAGH-OCCURRENCE -S EXCESS LIAB CLAIMS MADE AGGREGATE $ DEDI I RETENTIONS S WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY y TO RY LIMITS ER ANY PROPRIETORrPARTNERJEXECUTPJI!N OFFICERIMEMBER EXCLUDED? � 6S62UB 10-01-2014 10-01-2015 NIA E.L.EACH ACCIDENT $500,000 (Mandalory in NH) 9972L664 E.L.DISEASE-EA EMPLOYEE $500,000 If yes,descebe undar DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 -T-__ _J DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE 200 MAIN STREET CANCELLED BEFORE THE EXPIRATION DATE THEREOF, HYANNIS,MA02601 NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE -' JOHN J.LUPICA,President a 1988-2010 ACORD CORPORATION.All rights reserved. . ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD Home Energy Rating Certificate Registry r 14512 209 Rating Number 14512 Certified Energy Rater Andrew Popielarski 196 Pheasant Hill Circle Rating Date 09/17/2015 Cotuit, MA 02635 Rating Ordered For Bayside Builders - Estimated:Annual Energy Cost Use MMBtu Cost Percent 5 Stars Plus Heating 49.8 $236 16% Confirmed HERS Index: 58 Cooling 3.3 $197 13% Efficient Home Comparison: 42% Better Hot Water 10.8 $14 1% Lights/Appliances 21.1 $990 67% Generallnformation Photovoltaics -0.0 $-o -0% Conditioned Area 2191 sq. ft. House Type Single-family detached Service Charges $37 3% Conditioned Volume 21041 cubic ft. Foundation Unconditioned basement Total 85.0 $1475 100% Bedrooms 3 Criteria mechanical!Systems Features' This home meets or exceeds the minimum criteria for the following: 2012 International Energy Conservation Code Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal. Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 54.00 CFM25. Ventilation System Exhaust Only: 68 cfm, 23.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell•Features . Ceiling Flat R-35.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.300, SHGC: 0.310 Certified HERS Rating Company Above Grade Walls R-21.0 Infiltration Rate Htg: 916 Clg: 916 CFM50 Energy Raters of Mass Foundation Walls R-0.0 Method Blower door test 180 State Road Suite 2 upper Lights and Appliance features sagamore Beach, Ma. o 888-503-2233 Home Energy Ratem Percent Interior Lighting 100.00 Range/Oven Fuel Natural gas Info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Natural gas Refrigerator (kWh/yr) 596.00 Clothes Dryer EF 2.67 Dishwasher Energy Factor 0.00 Ceiling Fan (cfm/Watt) 70.40 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. JOB SITE!"T?r PhEMA—i L-t/I (20TQ[T MA MAP INSTALLED BUILDING PRODUCTS PO BOX 1309 SAGAMORE BEACH,MA 02562 INSULATION CERTIFICATION—PER IECC 303.1.1 BATT INSULATION Exterior walls: Type-T,b NgS —Manufacturer: 1514-1i4jsC6Yz*j1 2' R-Value: Exterior walls (other); sty Type:40 s Z1i ea{L �Qyy e� Manufacturer:� "�t — �/L.� R-Value: u Interior Walls/Stairwell: Type: Manufacturer: R-Value: Basement Ceiling: Type: Manufacturer (Jtxxsajs C¢vaA+j �R-value: 3a Flat Ceilings: Type: Manufacturer: R-Va I u e: Sloped Ceilings: Type. Manufacturer: R-value; BLOWN (FIBERGLASS OR CELLULOSE) Exterior walls: Type: Manufacturer: Settled Thickness. Installed thickness: �_ Settled R-Value: Installed density; Coverage Area: Number of Bags: Flat Cei�lings: Type: !c&W1jA.45 Manufacturer: C` �,,,!S x �`' v !nstalled thickness: Settled Thickness 1S _ Settled R-Value:�cq_Installed density- Coverage Area: 734 Number of Bags: /li Sloped Ceilings• Type: Manufacturer; Settled Thickness: Installed thickness: Settled R-Value:_;nstalled density: Coverage Area. Number of Bag S: By ` �I Jf For MAP Installed Building Product date: i i Air Leakage Property Organization HERS Bayside Builders Home Energy Raters LLC. Confirmed 196 Pheasant Hill Circle 888-503-2233 09/17/2015 Cotuit, MA 02635 Andrew Popielarski Rating No:14512 RaterID:5363711 Weather:Barnstable, MA Builder Pheasant Hill Circle 196 Bayside Builders 14512 - Pheasant Hill 196.b1g Whole House Infiltration Blower Door Test Heating Cooling Natural ACH 0.16 0.12 ACH @ 50 Pascals 2.61 2.61 CFM @ 25 Pascals 584 584 CFM @ 50 Pascals 916 916 Eff. Leakage Area (sq.in) 50.3 50.3 Specific Leakage Area 0.00016 0.00016 ELA/100 sf shell(sq.in) 0.88 0.88 Duct Leakage Leakage to Outside Units Main CFM @ 25 Pascals 54 CFM25 / CFMfan 0.0271 CFM25 / CFA 0.0246 CFM per Std 152 N/A CFM per Std 152 / CFA N/A CFM @ 50 Pascals 85 Eff. Leakage Area (sq.in) 4.65 Thermal Efficiency N/A Total Duct Leakage Units CFM25/CFA Total Duct Leakage 0.0246 Ventilation Mechanical Exhaust Only Sensible Recovery Eff. (%) 0.0 Total Recovery Eff. (%) 0.0 Rate (cfm) 68 Hours/Day 19.0 Fan Watts 23.0 Cooling Ventilation Natural Ventilation ASHRAE 62.2 - 2010 Ventilation Requirements For this home to comply with ASHRAE Standard 62.2 -2010 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings, a minimum of 52 cfm of mechanical ventilation must be provided continuously, 24 hours per day. Alternatively, an intermittently operating mechanical ventilation system may be used if the ventilation rate is adjusted accordingly. For example, a 104 cfm mechanical ventilation system would need to operate 12 hours per day, as long as the system operates to provide required average ventilation once each hour. REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map. �� Parcel Applicationocd Health Division Date Issued L Conservation Division Application Fee Planning Dept. Permit Fee 1 Date Definitive Plan Approved by Planning Board - Historic - OKH _ Preservation/ Hyannis Project Street Address �D E UL CJTikl Village Owner r u.Sl Address 16 6Y, Telephone 16 - Permit Request 'T- bi: o� l ►'� a. �l N e 4th I�V� L-i L tK ow 01 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain C_ Groundwater Overlay .Project Valuation OQQ� Construction Type-064 Lot Size `6461 q Grandfathered: ❑Yes )9kNo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ANo On Old King's Highway: ❑Yes &,No Basement Type: X Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) IWY) Number of Baths: Full: existing new �Z_ Half: existing new Number of Bedrooms: existing new Total Room Count (not inclu ing baths): existing new First Floor Room Count Heat Type and Fuel: AGas ❑ Oil ❑ Electric ❑ Other Central Air: *Yes ❑ No Fireplaces: Existing New Pd Existing wood/coal stove: ❑Yes No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑e W ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: : o Zy xu� C-13 = -ro 00 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes kNo If yes, site plan review# �w Current Use 0� Proposed Use 0% APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name C� � S( Telephone Number ��77r� Address ���ih}c ( i� I�FP License # C}dyS� Home Improvement Contractor# Email MlcwWorker's Compensation # BC�73�0�2 ALL CONSTRUCTIO EBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO k-A111A SIGNATURE DATE © �� FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED f MAP/PARCEL NO. ADDRESS VILLAGE a ,k OWNER i i DATE OF INSPECTION: FOUNDATION S®';�4 V Z—�T IV 4 FRAME Q III:a: , INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL E ' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING /L�1/1 2 I Q74TE-,CLOSED OUT A_ T k: 'ION PLAN NO. 1 - Departinent ofIndustrial A ecidents Office of Iin,estigadows 600 Mashlngtoyz Street Boston,MA 02111 w wxiass-govldla Tv Workers' Compensation Insurance Affidavit: Buildirs/Contra ctors/Electriclans/Flumbers AppHeant Iuformation Please Print Le Name (3usiness/orgmiizaLionfindi-v7duai): ,5A0/tkr—_ LAIC Address: C1ty1State1Zip:C4__'VrN4V1LLF Af/-- Phone l-N7 (a (,-Io Are you an employer?Check the-Appr6prilate box-- Type of project(required): 1.El I am a employer with 4. ETI am a general contractor and 1 6. LVNew construction employees(fall and/or p art-time). have hired the sub-contractors 7. ❑ Remodeling 2.El I am a sole PT0p1iet0T Or partner- listed on the attadhed sheet.t ship and have ho employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp.insurance' 9. E] Building addition Plo workers' comp.insurance 5. El We are a corporation and its 16T�Electrical repairs or additions required.] officers have exercised their I El I am a homeowner doing all work right of exemption per MGL ME] Plumbing,*repairs or additions. myself [No workers' comp. C. 152, §1(4).and we have no 12.E:] Roof repairs f -s' insurance Tequirel]-1 employees. No workers' 13.[:] Other comp.insurance required.] *Any applicant that checks boi#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners who.submit this affidavit indicating they are doing all work and theii hire outside wntract6rs must submit a new affidavit indicating such. *Contractors that check this box mist attached an additional'sheet showing'the name of the sub-contactors and their workers'comp.policy infon-nation. I arn eut employerI TZIP10), I jo5 site that is providing workers'compensation insurance my e ees. Below is drapolky and Insurance Company Name. Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: (0 9Mn4:n1 14A arek City/state/zip: rMIU4 ff6- .09WI6— Attach a copy of the workers' compensation poli6y declaration p.age(showing the policy number and expiration date). FailUe to Secure coverage as required under Section 25A of MGL c. 152 can IcAd 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$2 5 0.0 0 a day.ag ainst the violator. R 6-advised that-a copy of this Mtem&nt may be fbr%�rard ed to-the Office of Investigations.of 1he DIA for instrance coverage verification. I do hereby cerdry under the pains andpenahlies ofpcilwy drat the inform adan provided above is true&nd correct S im e: ►--)nt Date: V Phone-44: Official use only Do not write in this area,to be completed by city or toivrt officird City or Tcmm: PerniWLicense 4 Issuing Authority (circle one): 1.Board of Health 2.Building Department 3.City/TwN-a Clerk 4.Elea-rical Inspector 5.Flm-nbing Inspector 6.Other Contact Perso�w Phone 4: Subcontractor's Insurance 2012 GL Policy GL Policy WC Policy' WC Policy Sub Contractor. Effective Date :Expiration Effective Date Expiration: All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 12/01/14 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 11/20/14 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 02/01/15 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 11/13/14 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 11/13/14 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 03/01/15 Chaves,Robert 508-362-9929 08/13/04 08/13/12 12/17/04 11/13/14 Christopher Costa&Associates, Inc. 01/22/08 08/27/12 02/06/07 12/13/14 Coy's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/04 12/13/14 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 12/01/14 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 04/01115 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 05/01/15 Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 12/01/14 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 02/01/15 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 12/01/14 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 11/13/14 Wood Floor Specialists 508-888-3958 1 02/03/08 1 02/03/13 1 02/03/08 12/01/14 r i ! 1 i l 11 r o. I q i f l. r r - tiQpTrte rok, Town of Barnstable. n ti Regulatory Services p$ Thomas F. Geller,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 w-ww.t o wn.b arnstab l"e.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Come' r Must Complete and Sign This Section If Using ABuilder I, u - , as Owner of the subject property herebyauthorize to act on my behalf, -in:all matters relative to.work authorized by this building permit application for , (Address of Job) a • ro�11N Slgnatuse of er Date Print Name Q TO R-1V S:O1vhE RPEnf 1S S ION 9,nt Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-005645 riff ^ BRIAN T DACEY; PO BOX 95 t CENTERVILLE$'IA 02632 c J fit-_ Ex pi ration Commissioner 04/19/2016 -- i7 - - - 4 i• L k L i r ( � JOB A" SHEET NO. TavLoR ®Esisn � R'`\ �� CALCULATED BY ®� l \�C ! CHECKED BY ATRX .t Ggn H LE— ........... 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PRODUCT 204.1(5nwir Sheets)205-1 IPaddedl AWGGuide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 8301.2.1.1)' THE OSPREY MODEL COTUIT MEADOWS Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust).... ... ............................. ::.... ............. 110 mph Q Wind Exposure Category....................:.....::..............................:........ .......:....................... ...:.........:................B Q 1.2 APPLICABILITY - Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ...... 2 stories :5 2 stories Q Roof Pitch :. ...................... ......:.. ...................... ........:(Fig 2) ................ ..............................12<_ 12:12 Q MeanRoof Height ...... .............:...............................................(Fig 2)....:........................................:......16.ft <_33' Q BuildingWidth,W ................................................................(Fig 3)....:.............................................. 44 ft <_80' Q Building Length,:L ............................:........................... .::...(Fig 3)................. ................:..............56 ft <_80' Q Building Aspect Ratio(L/W) ................................................(Fig 4)...........:..........................a..........1.5 <_3:1 Q Nominal Height of Tallest Openingz ...... ....:..............(Fig 4).... ................................................W-8"<6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections......................(Table 2) Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete........ .................... ......::.......;............... .. [�............................. .............................. Concrete Masonry'.: ........................:... ::............ N/A 2.2 ANCHORAGE TO FOUNDATION'.3 5/8"Anchor Bolts imbedded or5/8"' Proprietary Mechanical Anchors as an alternative in concrete.only Bolt Spacing—general ........... ......... ...:.:.............(Table 4) .................................. :. 32 in. Q Bolt Spacing from end/joint of plate (Fig 5)................. :..........12 in. <_6' -12"- Q Bolt Embedment—concrete .... ...................... ........:(Fig 5)................ 7 m. >_7» : Q Bolt Embedment-masonry..... (Fig 5);. . in. > 15" N/A: . Plate Washer..: ...... ........................ (Fig 5):.................................................. 3^x 3„x,,/4» Q 3.1 FLOORS Floor framing member spans checked ..:...:.........(per 780 CMR Chapter 55) ......... ........:............. Q :: Maximum Floor Opening Dimension...................................(Fig 6).... .................................. .........12 ft:5 12'. Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.... .........(Fig 7).... ................................ ...... ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall..........:.....(Fig 8)................... ................................ ft_ <_d N/A Floor Bracing at Endwalls... ..................... .........(Fig 9)................. Q Floor Sheathing Type ................................... ...........:..........(per 780 CMR Chapter 55)......................O:............ Q Floor Sheathing Thickness :.................................................(per 780 CMR Chapter 55)......................::..314 in.. Q Floor Sheathing Fastening.. ...................... .........(Table 2)...........8 d nails at 6 in edge/12 in.field Q 4.1 WALLS Wall Height Loadbearing walls........ ....... .. .................. ...::....(Fig 10 and Table 5)........ ..................8 ft.:5 101, Q Non-Loadbearing walls ........ ........ ......... ........(Fig 10 and Table 5)...........................:.18 ft <_20' Q. Wall Stud Spacing p g ........... .........:.........(Fig 10 and Table 5)....................;24 in. :5 24"o.c. Wall StoryOffsets ........ ......(Figs 7&8 _ft <_d N/A ( 9 )........................ A WC-Guide to Wood Co4struction in High Wind.Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CM R 5301.2.1.1)' 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........ ........................ ........ .........(Table 5)....... ..................................2x6-8 ft 0 in. Non-Loadbearing walls ..S....6.M..................................... (Table 5)........................................2x6-18 ft 0 in. Gable End Wall Bracing Full Height Endwall Studs..................... ....... .............(Fig 10).... ................................I ............................. WSP Attic Floor Length......................... .........(Fig 11)........ .............................. ft�:W/3 N/A Gypsum Ceiling Length(if WSP not used)...........*.......(Fig 11)....................... .. *a.......................26 ft 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)...................... ....................................... N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Double Top Plate Splice Length ............ .................................. (Fig 13 and Table 6)..*..... ...:........................ 8 ft Splice Connection(no.of 16d common nails)..............(Table 6)............. ......................... ..............6 Loadbearing Wall.Connections Lateral(no. of 16d common nails).......... ......... .: (Tables 7).......... ...... ......................2 ........ ...... Non-Loadbearing Wall Connections Lateral(no. of 16d common nails).................................(Table 8)..............................................................3 Q. Load Bearing Wall Openings(record largestopening but check all,openings:for compliance to Table 9) .......................... 5.11 Header Spans .......................................................7...(Table 9)... ..............6 ft 0 in, Sill Plate Spans .............. .................................(Table 9)................. .......................3 ft 0 in. -5 11' Full Height Studs.(no. of studs)......... il p ...... ...............(Table 9)...................................... .......................3 Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans........................ ........................:.(Table 9)............................................9 ft 0 in. :5 12' Sill Plate'Spans................................................. .:...:...(Table 9)......................:........,.._ft_: in. :5 12" N/A Full Height Studs(no. of studs)............. ......... .........(Table 9)............ ......................... ........:...:..........3 Exterior Wall Sheathing to Resist Uplift and Shear SimultaneoUSly4, Minimum Building Dimension W Nominal Height of,Tallest Opening? ......................................... ...................6'-811:5 6'8" Sheathing Type.............................ME...............(note 4).........;..............................;...... ........WSP Edge Nail Spacing............ ..........................;....(Table 10 or note 4 if less) .,......................a 3 in. Field Nail Spacing..........................................(Table 10).......................................................12 in. Shear Conne ction (no.of 16d common nails)(Table 10)... ...... .....................................................4 Percent Full-Height Sheathing.................... ..(Table 10)........................ .......................i.....59% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)........ ::Maximum Building Dimension, L Nominal Height of Tallest Openin g2.......................... ..................... .............61-811:5 6'8" SheathingType................................................(note 4).................................. .......................WSP Edge Nail in.Spacing............... (Table ............................... ZI ............ 11 or note 4 if less) .........Field Nail Spacing....................: :...................(Table 11)........... .............11................ .........12 in. Shear Connection(no. of 16d common nails)(Table 11).......................................................:.........4 Percent Full-Height Sheathing.................... ....(Table 11)..................:.....................................31% 5%Additional Sheathing for Wall with Opening>68":(Design Concepts)..................... N/A Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ AWC Guide to Wood Construction in High Wind Areas: 110 mph- Wind Zone Massachusetts Checklist for Compliance(780 CMF15301.2.1.1)' 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang .............:............................ ........ (Figure 19)...............2/3 ft:<_smaller of 2'or L/3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift...... ...........................................(Table 12)........... ..................U=236:plf Q Lateral ................................. .........(Table 12)........... ................................L=176 plf Q Shear........................ (Table 12) . .::....:.....................:... ::..:..:.S=77 plf Q Ridge Strap Connections, if,collar ties not used per page 21... (Table 13)...........:....................T= plf N/A Gable Rake Outlooker ....... .................. . ;.... (Figure 20)..........::...—ft<_smaller of 2`or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary.Connectors Uplift:........................ _... ..............(Table 14)............................................U= lb. N/A Lateral(no:.of 16d common nails)..:.(Table 14).......... ................L= _ lb. N/A Roof Sheathing Type... .................. ...:...(per 780 CMR Chapters 58 and 59) ........ Q Roof Sheathing Thickness................ ::......... .............. ...................5/8.in.:>_7/16"WSP Q Roof Sheathing Fastening.........:........:.....:...................(Table 2).........:.........................:.................:.....8d: . . Q THE_OSPREY MODEL COTUIT MEADOWS MEETS THIS 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.h.old downs are:not required per the WFCM 1:10:mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per:Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.:shall be permitted when 5%is added to:the percent full-height:sheathing requirements shown in Tables 10 and 1.1. 3.. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#27grade. 4. a. : From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii: All horizontal joints shall occur over and be nailed to framing: : iii. On single story construction, panels,shall be attached to bottom plates,and top member of the.double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top. plate and to.band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. .. v. Horizontal nail spacing at double top plates;band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment i i AWC Guide to Wood Copsiruction in High Wind.Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 C.MR 5301.2.1,.1)' '-MM THIS EDGE RESTS ON FRAMING USESd NAI$ - ATO-6 c ---./1—---T- - -— 11 11 it .. .... .. It 93 11 Il a .. .. ... ... .. .. Y I F.F 1 1 or Ad lei to .. it Ito TL-""--' 11 .. .. u 40UOLEEAGEK., `------- NAIESPACR FANEt • v See Detail on Next Page Vertical and Horizontal Nailing far Panel Attachment AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts.Checklist for Compliance(780 cmRs3o1.a.1.1)1 c:. xi�o , �xa I _ t,. _ � a tld FFAMING MEMBERS i i EDGE RdT JWEMTE i� _. .��. .. .. d. �1�.. .. STAGGERED. :.' 3"MKJ XWIL PATTERN �.. PANEL PANV-EDGE -Q! DOUBLE MAIL EDGE SPACING DfiTAL Detail Vertical and Horizontal Nailing for:Panel Attachment , g _ Uo ®®® ®®® Z s ®®®® ®®®® 0 w ia 9 W � w ® ED ® m FRONT ELEVATIONsm i� Z e Q/ O SCALE: I/4' . I'-D' _ ...,✓ ILL ¢ MM li G. s [� ttJ - _ - W Q - : ® REAR ELEVATION SCALE: 1/4" - I'-D" SWEET Al J1 LI------_-- -- DRAWN BY; KW — DATE: 10/16/14 �' . _ U V L .. — a m Q LEFT ELEVATION _ ... SCALE: 1/4' a 1--0" . a LSWEET /�/ L---J RIGHT ELEVATION SCALE: 1/4' - I'-O' DR—DRAWN BY: KW KW DATE: 10/Ib/14 B m l m x m I 1 m� oS I cb e— __ rorwe w U 4, L_ —— L--_J I KITCHEN =— i _____________ MASTER FAMILY RM _____, BEDROOM Xib A W o4 i oAK INN �, 0 o - - Ul AYJZSI FUl _ y _ I I I D. c �V/�+ IQ ae T/e�xsa T/a I ('�J, ..�_.. ,......:.....-. Tw saalo Z Ix E 1 4x4x5/16 T5 P 2 94 Y ¢ d M4 G .. ————————————————— -_--WIOx43 5TEEL ABOVE FLU SH__— _ ,.,_ `' 1 � w ' 9II 9p BENW r W 4x4x9/I6 TS POST LINWe k - MASTE n • I I HIC BATH o- LIVING RM I oAK rnE r 71 I svacz I I _ � E E L.aoxeJll ITD TGA � e I/B46o T/B• Al Q 3 z r vo rve• FfRST FLOOR PLAN .iDs: Ian 2i4 AT X-0 DRAWN BT• KW SCALE: I/4" I'-O" DATE: 10/16/14 .]Q Z c - � ]4'-4• �� 16'O h o n 9 n $ Jw 29 iBED RM #2 ' OFFICE '� 1. • 0 aHc arc r. ���III w Ti 1/S 1P C LITE _ - 5 BED RIM #3 rr 2-10o 2Sm .. r9�ya .Zrr DO T �DHO W BATH #2..`., r KNEE w.0 pNEE Im M Q. i! ills, �iil i� I I,li I u I,I � I I uiu z9- � I I i!lil I I III !ilil I II liii'� I:I��I II�!il'jl i loll I � �,, ; , ,,I I'i' III 1 i i,I i i 4•r s-r 'il'iI i il!Il Il I�i l Ali lip �lil I lll�lllllli��.Iill !�ai"i��li�llilii g�sir p�4 I°•.p SHEET � - �.Q SECAO W F LJDOR RAN J06:A4 I417 SCALE: I/4- - i'-W DRANN BT: Kht ' pATE: 10/I6/t4 50'O ---- _ --- -- -T • 4.1 P. ' MIl P.T.POST - 1 GA.. I'IETAL POST .m- I j - 'BI SONO TUBE'PIER P. - . 1 20''BIG FOOT'FOOTING TYP. ISM •. . � • . I � j I f I^.~.•Ins a I I I I I I I I I I ---------- ---------- -- -- -------- -- J —_j L 1 1 I , ------------- — -------- -- --- -------- -- — --- -- ----- — I r..r V ... 1 g IOhO'-9'CONCRETE RE4R. CONTINUWS POOPING M WALK-OUT I w O - • o °o —J 1 - a ± 71 FULL BASEMENT �' •= C I —J - 5 In•CONCRETE I, r _ 6 MIL VAPOR RETARDER Y I IS"O - 4.4x5/16 TS POS j SPLIT GIRT SPLIT GIRT 4.4.5/16 TS POST I L— POINT LOAD POINT LOAD I f, 45' 2•PAD _ 4B'y4B.,2'PAD t- Y _ — —, b�' b bd• ' I ,� O I f 7 I I—t 7 r 1 I 1 -rK I T m PIC IPRT L-J I I L_ L_J I L_J �J (l)9In'LV IRDER L— — .. - 5 In'DIA.S EEL C"'m I�-' I %•t56'.12' qcRETE PAD FIlT11RE A � — J L------ ----1 RDuwI"`� O a TH -- DROP ° o I L---J I n • EJO AT DOOR 6TUGC L------� _ _�LALIiiy_____J I Y wALLs ITd• I I 9h5'-a•TTP.coNCReTe wnLLLA I ----- -------- I I :-I I I 16h1o•CONTINUOUS POOPING I I .I L--------- ---------- --J ~ -� I ,I orPP oeT �r------- —————— —————— -- I (I ALIGN I wA-S QWyx a I GARAGE NOTE: f t: 4'CONCRETE EFBIDDEDANCHO7 BOLTS a F?- n- . 1 I I °O.C. A Q F I B•aB'-9'CONCRETE WALL SPACED B2 Uo �'I 16h1a'CONTINuouB FOOTING :-;' a CORNERS K _ WASHERWER S 51.3':1/4' Qz I I FOUNDATION PLAN ' I SCALE: 1/4" 1'-0" DROP I: I * AT DOOR — 4T DOOR 7 I . I I -- --------- = -- ------ S1 Sd 24•o uv Td• 160 JOB: 1417 DRAWN BT: KW DATE: IO/16M RIDGE VENT RIDGE VENT RIGID WIND WASH BARRIER ftEOUIRED ' 4T EMERIOR EDGE OP EMERIOR WAL 2x12 RIDGE - TOP PLATE w>t all RIDGE ♦� / / u slnPsoN H2.B • FASTENERS AT ALL �1 / / �Y RAFTER/TOP PLATE V U 2aB.•16 O.C. /�3B INSULATION\ JUNCTIONS TTP. Q i = / 2aN O Ib O.C. \ _ Cep -Me \ \ BLOCKING 4'-O'O I 00 ASPHALT SHINGLES / BED RM^.J \\\\ 93. IN FIRST TWO JOIST AND RAFTER 28 INN W wER I/2'cm.PLYWOOD - BAYS FROH GABLE WALL / W ASPHALT SHINGLES �yb UNFINISHED� // � \ u wER s/B•Cm PLYWOOD V ` STORAGE° IO RAFTER•16' 'HURRICANE CLIP• / l gp pgp / / 2 X 10 RAFTER•16•« FASTENERS AT RAFTER/TOP PLATE JUNCTIC 0'S•16'O.C. - � FASCIA 2a1 14 HEIGHT TO MATCH HOUSE 2aldx 1 Ib'« G I--SOFFIT VENT VENTED DRIF EDGE ` T—STEEL BE4H R-2i INSULATION U 4: h I MASTER " ? BATH ALL WINDOWS TO BE ANDERSON WINDOWS - 2--GAR GARAGE > I tab STUDS O 16•« 7 MASTER BED 22aa {M� R2�F`24 ^. I O O WHITE CEDAR SHINGLES wER 1/2 COX PLYWOOD 4'CONCRETE SLAB _ .. ......_ _ ._ ' 10 Igo 16' 001ju /�w��'/, �(2)I S/4'a 9 1/2'LVL GIRT : O 9 O 8146'C1XiC.W4LL5 R-SO INSULATION ,v^n, 0 10•al6•CONTINUOUS FOOTING 2'X 6'PRESSURE TREATED BILL _ f. OVER SILL SEAL R FOOTING ta'4 cY�GL� a8 Y 2-X 651P TREATED BILL LL SEAL ImyIY W 2x'4' BASEMENT CONC.WALLS T'i'X 0° I� O CR055 SECTION"Ax (2)D RETZ TOP i BOT i'CONCRETE SLAB SCALE:-1/4' 1'-0" RIDGE V / VAPOR RETARDER _ a)'. (2)N'LVL RID ...... .. _ ._... - ' GONCRPI'fE FOOTING 2xM 1 Ii'O. 16•X 9 I VS�•/a`°` QB• CRO55M SECTION'B' - BEAS SCALE: 1/4" - V-O" RING OPENING FLUSH MDR . R-EB INSULATION —BIMPSON H2.B FASTENERS AT ALL RAFTER/TOP PLATE O BATH 9'-b' JUNCTIONS TTP. 2121— In ALT CDX PLINYGI—M v CL GL BRm HALL 2 X 10 RAFTER/16'« J' 2x10'.•li'« 2x10x/BIb ' WIO%43 STED.1 BE4tl T SOFFIT VENT R-21 INSULATION KITCHEN LIVING ALL WINDOWS TO BE ANDERBON WINDOWS JO U 2alOL•W OC h10'x•N'« (2)18/4'x 9 I/2'LVL GIRT R-BO INSULATIGNF FV-2-X 6•PRESSURE TREATED SILL SHEET OVER BILL SEAL - BASEMENT 52 B 1n•CcruREre BLAB GR055 SECTION'G' JOB: SCALE: 114" 1'-0" .. ": GRICONCRETE FgOfING%B' DRAWN BY, KW : I DATE: 10/I6/LA N U 0 ° _ to - 2.12 RIDGE ~y ' J � R-SB INSVLATION ' � W 1� " 0.1 TxB�•16'O.C. _ M {`!{� �1 1 eLL W STORAGE 91HPSON H3A ° FASTENERS AT ALL . RAFTER/TOP PLATE WIhPB STL.BH. JUNCTIONS TTP. wz 0 FAM LY 1'M'1 N a " ` GARAGE o- _ � , - U '�R-BO INSULATION �aIOL 1 16'OC ti - r. • .• ° COW-WE OW-OE FOOTING BASEMENT �Z ago avo � �Nf GR05r SECTION"D" t SCALE: 1/4" I'-O" V 0� SHEET JOB: 140'f �' DRAWN BT• KU! DATE: 10/16/t4 � . N U � h Z w 2)9 i/�° LVL GIRT v (WIOx45 STEEL FLUSH - A ` W J x DBL JOISTS N - w O. Q UDER DORMER w _ t Q .. 'm DBL JOISTS y o U�W UNDER DORMER R47 FIR5T FLOOR FRAMING 5EWND FLOOR FRAMING m o SCALE: I/B' I'-O° - - _ SCALE. I/B" I'-W - M a 3 DORMER Q Z Q _ Ib"LVL RIDGE ' RAFTERS 2x10s O I6° 2x12 RIDGE n (�)16°o VL RI - - r Q DORMER .. � - n vwv 1 O C SHEET ROOF FRAMING SCALE: 1/B° - I'-O° 54 JOB: 140 ' DROWN BT: KW DATE: l0/Ibn4 Exra�D NDR row y.- moel.rarPure �.-..- _ . - • .—RAFTER O 16'OG. APPLY sIMPSON MsTA1D GONNEGTOR - a ROW of 1aa NAUFi CN THE NSmE FAGE OF HEADER rt - . •`w^ 3'OZ. TO EACM JACK BTUD :. fIJ GTWIGTYPAL PANEL TOP PLATE NA4®m LGa1R1 F/.� LONiD6YT5 HFi.OHc .-- O.G.EDGE AHD FB-D tatN9t TO GOPHER O . ' O AMuI.ItPLE aPB+M6D �YI��11 .WA CCOR 1HMCtBI1l.V - RAFTER TO PLATE CONNECTION. Q ! 9V1E KT9. w/ 49'PLAre Y1l ER4 � .-` PIGAI WdPO'1N419EG,YJH "`I .. J W - OGLHLE ROW IL 9�,oDbHt NA641G - a1a DBL raP Pure 0 a. vamu,L rF, � W - sTR�nrsAi.PAHEL NA6ID m GO"abX t.� ONARRON WALL BRACING AT GARAGE DOOR Dria.e:Krs. / Z SHEAR WALL COMPLIANCE: .-� - ` 0 + " W- 59X OF EACH WALL-RUNS m 2 VERTICAL SHEATHING WITH �"- �� _ IL Bd NAILS.51 ED6E/12° FIELD - - (4)16d NAILS PER FT BOTTOM PLATE - vaenG.L _ �ueLE Pcw L- 31%OF EACH WALL RUN sTwcTwAL PArms �oH VERTICAL SHEATHING WITH a�a veL roP Pure Sd NAILS 3'EDGE/12' FIELD r (4)16d NAILS PER FT BOTTOM PLATE -i Ir• .i � '.XC11G FIO17l VOa,GLL — �WWtV]w� 5TRlKTYRAI.PANS �- 91PDORRAL PA11B- zli W :ALLt9 67 CQ1"1R1 ' HNL®Bd GOMMON - �. 9'OL.DOGE - 9'OL.EDGE AND tS N PaD - _- _ AMD 1]'N P8D OQ1BlP RCM - _ DOUBLE FOW !- 3TA66Bi NALLH6 - DTA—HALLNG - - NTO BOX AND 9A-L NTO BO%AND 961 SHEET 55 OFULL HEIGHT SHEATHING--,MGLE FLOUR ®FULL HEIGHT SHEATHING-MULTI FLOUR ^1MS KT3 9'ILE KT9. JOB: I40T DRAWN BT: KW DATE: 10/16/14 TempParcelEdit Page 1 of 1 i r Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 021 Street Number: 196 Unit Dev Lot LOT 21__ ._ Road Name: JPHEASANT HILL CIRCLE T/R: Sec. Road: ;, ":! T/R: 1 J" Villlage: .07-Cotuit lfvf; Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: �x pdate� ��spelete Add An other: , http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 JOB SITE: IS— RU 9 KtrWf T,UA Ct NIA �-�IT, MAP INSTALLED BUILDING PRODUCTS PO BOX 1309 SAGAMORE BEACH,MA 02562 INSULATION CERTIFICATION—PER IECC 303.1.1 BAIT INSULATION Exterior walls: Type; Manufacturer: ftdThl CQUISig R-Value: Exterior walls(other); Type; Manufacturer: R-Va I ue: Interior Walls/Stairwell: Type: Manufacturer: R-Value: Basement Ceiling: Type: Ftmz L(A&, Manufacturer; R-Value: �® Flat Ceilings: Type: Manufacturer: R-Value: Sloped Ceilings: Type; 6MfijhhL Manufacturer: �„� 03W(P. R-Value:_ BLOWN INSULATION (FIBERGLASS OR CELLULOSE) Exterior walls: Type: Manufacturer: Installed thickness: Settled Thickness: Settled R-Value: Installed density: Coverage Area: Number of Bags: Flat Ceilings: Type, Manufacturer: W94% COFAI k Installed thickness: r$4l Settled Thickness: lb a Settled R-Value:- 41 Installed density: Coverage Area: r Number of Bags: f-�F— Sloped Ceilings: Type:—_h&9AP'N%S _Manufacturer: 0jjW\ ('Opw A4. Installed thickness:_Lt9`� Settled Thickness: )O" Settled R-Value:_ `&°, Installed density: 119 w Coverage Area: __ � Number of Bags: $o _ I By' Date: !lo I s Fo AP tailed B ilding Products I Foundation Certification in' Barnstable, MA Prepared For : 196 N Pheasant Hill Circle (Cotuit Meadows) Subdivision of Barnstable Assessors Map: 002 Parcel: 002-087 Baxter Nye Engineering .& Surveying Zone X (unshaded) ® FIRM Community.Panel Number 0250001 0539 J Effective Date July 16, 2014 Registered Professional OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page•41 Engineers and Land Surveyors OPEN SPACE: Cotuit Meadows Homeowners Association, Inc. ® Deed 78, North Street, 3rd Floor Book 23161 Page 59 Hyannis, Mi4 02601 Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Y . Page 158 Phone — (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 ® Deed Book 22249 Page 282 Scale : 1" = 20' 12-11-14 Job Number: 2005-214 r� 3 0 40 42°E 0 86.58' Z " 86.75' 01 O N v O J J o J 44.1 rri ip EXISTING FOUNDATION o CP 2.0' LOCATION DATE 12-10-14 0 2.0' #196 w 16.1' 11.2' LOT 20 o N 6.0 24.0' - LOT 22 LOT 21 N o 24.0' 8,814f S.F. ip 11.4' 0.20f ACRES T.O.F. EL. 74. N !D C 86.58' S 83 37 13 W µ 86.75'. L83717,150 W - - HILL CIRCLE PHEASANT MW 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 OFGF&7�� BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A N� BFlA�JE ���• SPECIAL FLOOD HAZARD AREA. MAL-LON THIS PLAN IS-NOT TO BE RECORDED NOR 1S IT TO BE USED TO ESTABLISH PROPERTY 'LINES. E Na 48687 e 10�0P_S g\dew REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE GENEAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 — PARCEL 02 2. SETTI<AM.- FRONT = 20' SIDE/" = 10' 3. UTILITY MIFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE ROOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C. AREA OF MHMAL FLOODING. 5. ENVIRONMENTAL NOTES. SITE 6 NOT WITHIN AN AC.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). aMo SITE IS NOT WITHIN AN AREA OF ESTIMATED KWAT OF RARE g WILDLIFE PER NHESP MAP OCTOBER 1, 2006 IESWTED Z HABITATS OF RARE WILDLIFE" FOR USE WITH THE AIA WETLANDS PROTECTION ACT REGULATIONS (310 CAIR 101).- SITE DOES NOT CONTAIN A COMM VERNAL POOL PER NHESP VEGETATED N 12" DEEP SITE 6NOT A PRIORITY NAWA PER NHESP MAP OCTOBER RAINAIN GARDEN EN (t25 C.F. STORAGE) 1, 2006 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES TOP-70.0/ UNDER THE MASSACHUS M ENDIIIIINGERED SPECIES ACT, j \ BOTT0w1_ -89_a _. =��,�,...�•■- REGULATIONS (321 CMR10) _ _---�-- ' — SITE/� RECHARGE PROIE APPROVED ZONE q GROUND WATER AREA p x 66.75 62.0 __---• 5 x .72, & 0\c aCK N uµ� PROVIDE (1) 6' DIA. x 6' DEEP LEACHING BASIN W/ 1 STONE CONSTRUCTION NOTES. SURROUNDING (OR ALTERNATE EQUIVALENT VOLUME) 1. ALL GEN0K CONSTRUCTWN NOTES ON SHUT C-2 FROM THE 70. 70.4 CONNECT ALL ROOF SUBDIVISION CONSTRUCIION PLANS FOR COTUIT MEADOWS, DATED\ 1 ' { DOWNSPOUTS TO LEACHING ' DECK � RD � � BASIN 6/25/07, SIWl HEREBY APPLY TO THIS SITE PLAN. \ RD 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHUT C-5 FROM RD 7 ,,> THE SUBDIVISION CONSTRUCTION PLANS FOR COTULT MEADOWS, 5 44. 3.0 LOT li �� 710 ».4' DATED 6/25/07, SHALL HEREBY APPLY 7�0 THIS SITE PLAN. `ypp 8.814E S.F.\ 3. SEWER BUILDING CONNECTIONS. In 2:d' 0.20E ACRES x72.5 — MIN. COVER SHILL BE 3 FL 0' PRE 1!1l INV., — SET CLEAN= AND MAINTAIN CLEARANCE FROM 07M UTILITIES 26 5 64.60 — AS REQUITED BY BARNSTABLE DPW. 75, 1 22 LOT 20 MM" SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1X 7 . 73.50 24.E D R \� 73.5 �• -� R -- x> VEGETATED 12" DEEP ____.__ ----'�' LOT 22 �{ C,*Am SLO ac s,EP ��'cn RAI GARDEN (125 �,____. SMH 020 1 4 • 73. C.F. STORAGE) INV IN-57.56 I ,50 24.tY ?t > 4 x TO 7 . 1.0 '-`- LOT 19 30 '� tui_ Co t Meadows subdivision w 20 ETgAC X E� ^ti - - ----- r do - ==�_-G Cotult•Barnstabie, Massachusetts I �__ mono* ..-- . _._. G W 3,c6 CURB AN 6S 3~ w -� G - �G �W --- W �, S � S s _ _ COTUIT EQUITABLE HOUSING, LLC SMH /19 i sT -� G W _._---- W _----- S -�'` I�. O. BOX 93 INV OUT G - _---- W S =6' " G G G_..�..- W - W W `B �' S --•- S — CeAtef U� MAZ "G W S S _ �_ --�'-'� 79LE G-- W -_. W \\ 710 -r S S - site Man ____-- s 9�S"s�_35 Ss-3•� T HI CIRCA CCB i Lot 21 • 196 Pheasant Hill Circle S 2 _...._---- r. p,�A 63.INV2 BAXTER NYE ENGINEERING & SURVEYING - ----------- z'-^" ---- - Registered Professional 1 I 1 .Engineers and Land surveyors LOT 78 �'' ; 78 North Stroet,3rd Floor,Hyannis,MA 02601 jH�,�,, OF 44S Phone-(508)771-7502 Fax-(508)771-7622 �o� MA�w LOT 75 ' EDDY w 20 0 20 40 No.43ie3 o F � 7285 SCALE IN FEET MA NA E �� SCALE: 1" = 20' D 10 2-14 REV. DATE. REMARKS LOT 76 -_--- - --" � LOTn2l Dmm NIs►m N 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214 N