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HomeMy WebLinkAbout0115 PHEASANT HILL CIRCLE a I Ii a�& AMIJA " " I F4 p� ?AR co a~ O NL-(M eUIL®INO 0r-:P_ c� Tom' s ►lz�e MAR 2 3 2017 TOWN OF 13AI - -ry �:�e��, iIMA AAAP li\I,�7fr,1.l.E l�BUILVIINIG P+\".'Jt cTS E o BOX 1309 SA GAnt(1RE BEA"1-1,r-11A 02 5 62 '1"SLILr\TIDN CERTIFICA-I'I N-PER fECC 30,,I.1 BAT INSL) ATION Exterior walls; Tyk: Exterior%valis '(other) :f�'7hq�p '( s —_ TYPe�> SI I�sAC?£'ctir7Cr,t _-'M inufaCtUrer: k value. Interior walls/Stairwell: TyPFr Base-mentce;l;,ng; ----�� TYPe'. / tbcfi�ty,-i _�fantifae ,rer; cc>s 3d Fiat Ceilings: Type: SbPed Ceilings; Type: -- -- hlnri,ufaCtrr ---=-------.� R-value: E3l:GUV_i NAS LIL�a7iJtV (FIgERuLl�SS Ok CE °IJIt?SEI — Exterior vv;- TyPe: , Settled Thickness: Settled Irst led thickness: overage Area: ------ -' f3-4'��fue;. ~--installed den,}tv: . C NO-mber of E3ags: Fitt Ceiiiiin. rs: TVPe: !'Ic{Lq IAA Settled Thickness* 4I S �' - N� U It Ins' -d th:ckness - setued R- ahie,t/ k Co��erage Area. 1"�tr.l��density: _10 -tJUM of Slo��d Ceiling•_ Type. cam -1 S SettiE;d Thief;n`' F _�T,M�r zr�fae,Gt.r ter; Ots1 � S h ass:� S � �_ ' Installed thiehn� s I C) CoveYa - __ ,1e 1 R-Value; h - �e Qiea — 35._._.._�'rsra``-ed density J Q �t For V-; fi' ln,l' llc?.d pli dint: rnd - _ �, u Home Energy Rating Certificate Property HERS Bayside Builders Rating Type: Confirmed Certified Energy Rater: Andrew Popielarski 115 Pheasant Hill Circle` Rating Date: 03/22/2017 Rating Number: 28966 Cotuit MA 02635 Registry ID: 890134039 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 58 Efficient Home Comparison: 42% Better Heating 15.5 $446 29% General information Cooling 0 $0 0% Conditioned Area 1356 sq. ft. House Type Single-family detached Hot Water 3.2 $193 12% Conditioned Volume 10886 cubic ft. Foundation Unconditioned basement Lights/Appliances 16.9 $914 59% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $0 0% Mechanical Systems Features Total 35.7 $1553 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Crit!ZDAria Water Heating: Heat pump, Electric, 3.39 EF, 50.0 Gal. Duct Leakage to Outside 48.00 CFM25. This home meets or exceeds the mi num�eria fLr the following: Ventilation System Exhaust Only: 69 cfm, 23.0 watts. 2009 International Energy ConserYa�tionk 2012 International Energy Cons ea atior�-ode Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-44.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-32.0 Window Type U-Value: 0.290, SHGC: 0.320 Above Grade Walls R-21.0 Infiltration Rate Htg: 499 Clg: 499 CFM50 Foundation Walls R-0.0 Method Blower door test Certified HERS Rating Company Energy Raters of Mass Lights and Appliance Features 180 State Road Suite 2 upper Percent Interior Lighting 100.00 Range/Oven Fuel Electric Sagamore Beach, Ma. Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 888-503-2233 Refrigerator (kWh/yr) 691 Clothes Dryer EF 3.01 Info@energycodehelp.com Dishwasher (kWh/yr) 259 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v14.6.4 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Y Town of Barnstable RiicEiT . 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-1:7-77 Date Recieved; 1/12/2017 Job Location: 115 PHEASANT HILL CIRCLE,COTUIT Permit For: Building-Sheet Metal-Residential Contractor's Name: Eric T Whiteley State Lic. No: 15920 Address: Po Box 248, West Chatham, MA 026690248 Applicant Phone: (508) 945-1100 (Home)Owner's Name: COTUIT EQUITABLE HOUSING LLC Phone: (508)771-1040 (Home)Owner's Address: PO BOX 95, CENTERVILLE,MA 02632 Work Description: New construction duct work . C*> .. e» Total Value Of Work To Be Performed: $5,000.00 r. �M��;r ec Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation_ insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation'Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Eric Whiteley 1/12/2017 (508)945-1100 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $5,000.00 Date Paid Amount Paid Check#or CC# Pay Type �_..,..,,,,,.._. m_............... _ _._.. _ , ....---- Total Permit Fee: $85.00 1n2/2017 $85.00 X3CCt-X}DC{X3 - Credit Card 2793 .......................................................................................................................................................................:...............................................................<.............................................................................. . Total Permit Fee Paid: $85.00 �,%v.,. �'.,,,,,,,.�e-.^a�.m"caHi .¢._ea'... �.n..-a,a n' 'n� km .✓.a�.�c`.�o:a:^ ,...ss ,,,.swmsS•a5iS1� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 00L Parcel 002.• Ol Application 4J?l Health Division ��'L®LNG®EiP�; Date Issued Conservation Division NOV 012016 Application Fee Planning Dept. TOWN®F��RNSTq Permit Fee �� l Date Definitive Plan Approved by Planning Board IBLE Historic - OKH _ Preservation / Hyannis Project Street Address Village a Owner O� 1 Address k l Telephone �v Permit Request tl A_ ►^^ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain C Groundwater Overlay Project Valuation 06 Construction Type Lot Size _I_ Grandfathered: ❑Yes ;kNo ' If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes qAMb._ On Old King's Highway: ❑Yes '&No Basement Type: Wull ❑Crawl J Walkout ❑ Other Basement Finished Area (sq.ft.) SO Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new 2'— Half: existing of new Number of Bedrooms: existing,5ew Total Room Count (not including baths): existing new First Floor Room Count L! Heat Type and Fuel: XGas ❑ Oil ❑ Electric ❑ Other Central Air: J6 Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Iq �21_/ Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes *No If yes, site plan review # Current Use Proposed Use t APPLICANT INFORMATION --(BUILDER OR HOMEOWNER) - Name 010 Telephone Number 7 �' IWO 0. 1566x �� �sAddressLicense # co ,1' ,11 Home Improvement Contractor# Email � ���I t?Jt Wok k Worker's Compensation # 007 3 We ZS ALL STRUCTIO D IS ES LTING OM THIS PROJECT WILL BETAKEN TO k DATE SIGNATURE �-� ZZ FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE j } OWNER DATE OF INSPECTION: FOUNDATION FRAME ids i-i2-t Faor iQ i INSULATION { FIREPLACE r f ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ` GAS: ROUGH FINAL } FINAL BUILDING d DATE CLOSED OUT ASSOCIATION PLAN NO. ( . s ( Bk 23277 Pa243 059318 11-21-2041%,,q'1 (. !a`+'.;346CX, Town of Barnstable Zoning Board of Appeals Comprehensive Permit Modification-.Notice and Decision Modification No.2--Part 2-Comprehensive Permit'No.2005.082 Cotuit Equitable Housing "Cotuit Meadows" Summary: Granted with Conditions Applicant: Cotuit Equitable Housing, LLC Property Address: 9999 Falmouth Road(Route 28),Cotuit,MA Assessor's MapfParcel: Map 002, Parcel 002 Zoning: Residence F Zoning District Modifications Granted: Revised the location of the affordable units within Phase 1 of the development to; Lot Nos.24, 27,31,36,37,49, 52, 54, 57,61,64,68, of and 43. And, allowing for three affordable housing styles;"The Pheasant", `,,,gab "The Bayside"„and"The Hummock" Background: r On May 2, 2006,the Board issued Comprehensive Permit No.2005-082,and on June 20, 2007, the Board granted a minor modification to that permit allowing for construction of model home units and extending the time requirements regarding the design and permitting of the signalization Q of the intersection of Route 28 and Noisy Hole Road. ,�W On September 23,2008,the Board further modified the Comprehensive Permit with the granting of Modification No.2, Part 1. That modification; further,extended the timeframe.for design and permitting the signalized intersection to June 1, 2012 or to the issuance of the 100'building permit, provided a phasing schedule of 1 affordable unit to ever 5 permits for the first 52 units,and authorized development of Lot#37 with a"Pheasant° (Cape) style affordable unit. This request was initially submitted to the Board as a part of a minor modification on.June 24, 2008,via a letter from Attorney John W. Kenney. A subsequent letter dated July 9, 2008 withdraws that minor modification and requests that it be handled as a major modification requiring a public hearing. Procedural Summary: This major modification request was made pursuant to the provisions of 760 CMR Section 56.0501)-Changes After Issuance of a Permit. A public hearing was scheduled and notice of that hearing published in the Cape Cod Times on July 21,2008 and July 28,2008. On August 4,2008, ,. a memorandum on behalf of the Board was issued to local agencies and boards requesting their review and comments as required by 760 CMR 56.05(3). The hearing was noticed for August 6,- 2008. However,due to a lack of quorum, it was moved to the September 10,2008, regularly scheduled meeting of the Board. At that time,the hearing was opened and the request discussed. Bk 23277 Pg 244 #59318 Town of Barnstable-Zoning Board of Appeals=Modification Notice and Decision Modification No.2—Part 2-Comprehensive Permit No.2005-082-Cotuit Equitable Housing"Cotuit Meadows" The Board determined to bifurcate the original request, issuing Modification No.2, Part 1 and continuing this part,.Part 2, to October 1, 2008. Members hearing the modification were:William H. Newton, Michael P.Hersey, Craig G.Larson,James F. McGillen,and Chair, Laura F.Shufelt. Attorney John W. Kenney, represented the applicant and presented the proposed modifications at the September 101 opening of the hearing. The Board expressed concerns regarding the revision of the location of the affordable dwelling units within Phase 1 of the development. The Board also requested to review the proposed dwelling styles,affordable and market rate, to be built in the development. The Board requested the applicant reconsider the plan submitted for the relocation of the affordable units in Phase 1. The hearing on "Part 2"of the requested modifications was continued.to allow the applicant to prepare an alternative plan. affordable units was submitted to the Board's Office.' The Board reviewed the location plan and the architectural plans with Attorney Kenney and Brian T. Dacey,Manager of Cotuit Equitable Housing. At the request of the Board, Mr. Dacey relocated an affordable unit from Lot No. 50 to Lot No. 64. The Board reviewed the proposed housing styles and Mr. Dacey agreed that there wouldbe a mixture of the three affordable styles submitted and that the affordable units would also be available as market rate units. Attorney Kenney and Mr. Dacey noted that at this time no informational sessions had been held with prospective purchasers of the affordable units and that this is their best efforts. They noted that depending upon the affordable demands they may, in the future,desire to modify the affordable units. The Board acknowledged that,to a degree,some of those changes could be made administratively by staff as provided for in the original permit issued. Modification Findings of Fact: At the October 1, 2008,open public hearing of the Zoning Board of Appeals by'unanimous vote on a motion duly made and seconded to find the following findings of fact: 1. This modification in Part 2 is seeking to alter the plan for the location of the affordable units in Phase 1 of the development and proposes three plans for the affordable units to be developed on those lots. 2. The request is constant with the Comprehensive Permit issued.and is not a drastic departure for that originally approved. The applicant has conceded to relocate one of the affordable units for a more random distribution and agreed that the styles forthe affordable units will also be made available as market rate units. Decision: Based upon the findings,a motion was duly made and seconded to grant Part 2 of the modification subject to the following conditions: 1. The 13 affordable dwellings required in Phase 1 of the development shall be located on that lots identified on the subdivision plan as Lot Numbers 24,27, 31, 36, 37,43,49,52, 54, 57, 61, 64 and 68. 2 Bk 23277 Pq 245 #59318 Town of Barnstable-Zoning Board of Appeals-Modification Notice and Decision Modification No.2—Part 2-Comprehensive Permit No.2005-082-Cotuit Equitable Housing"Cotuit Meadows-' 2. The affordable units to be developed shall be of three building styles as per plans submitted to the Board's office on September 25, 2008. Those affordable units are identified as; • "The Pheasant",a 1.5 story Cape style three bedroom,two-bath dwelling of 1,398 sq.ft. . plus a one-car attached garage. • "The Bayside",a 2 story Cape style three bedroom,two bath dwelling of 1,540 sq.ft. plus a one-car attached garage. • "The Hummock"a 1 story,three-bedroom,.two-bath dwelling of 1,270 sq.ft.,plus a one- car attached garage. 3. The three styles of affordable units shall also be made available as market rate dwellings. . Aoher t:Unditiofig Of nsive Permit NT.-2UU5z082, originally issue on ay , , and/or modified prior to the modification, shall remain in full effect and force except as modified herein. The vote was as follows: Aye: William H. Newton, Michael P.'Hersey,Craig G. Larson,fames F. McGiIten,.Laura F. Shufelt Nay: None Ordered: Modification No. 2, Part 2, has modified'the location and style of affordable units in Phase T of development. This decision must be recorded at the Registry of Deeds for it to be in effect. Appeals of this decision, if any, shall be made to the Barnstable Superior Court pursuant to M.G.L. Chapter 40A,Section 17,within twenty days after the date of the filing of this decision in the office of the Town Clerk. The Applicant has the right to appeal this decision as outlined in M.G.L. Chapter 40B,Section 22. y Laura F.Shufelt,Chair Date Signed certify Linda h utchen rider, Clerk of the Town of Barnstable,Barnstable County,'Massaelg tts'`t�� e�b>�g'ti►l►► of •4 fy at twenty(20)days have ela d since the Zoning Board of Appeal�jiled*s.decisio*'a;?/ It that no appeal of the decisio(�hjas een qed in the office of the Town Clerki' NM ,rs Signed and sealed this . da er.the pains�r`rd perjury. , Z. ;R'' Linda Hutc enrider, own Clerk , Bk 23277 Pg 246 #59318 Town of Barnstabl( t Assessing Division 367 Main Street,Hyannis MA 02601 ' www.town.barnstable.ma.us Office: 508-8624022 Jeffery A.Rudziak,MAA FAX: 50"624722 Director of Assessing ABUTTERS LIST CERTIFICATION July 17, 2008 RE: Adjacent Abutters List For Parcels) :R002-002 9999 Falmouth Rd/Rte 28, Cotuit As requested, I hereby certify the names and addresses as submitted on the attached sheet(s)as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced'parcel. They appear on the most recent tax List with the mailing addresses supplied with no exception. a T/ A C�Jjv Nancy J Fin h,•MAA Assistant Assessor Attachment Q:\ABUrrER LEZTEMabutters-blankDOC Bk 23277 Pg 247 #59318 AbutterReport rage i u1 i Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '002002' Parties of interest are those directly opposite subject tot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot. Total Count: 7 Close Map&Parcel Owners 0wner2 Addressl Address 2 Mailing Country Deed Citystatezip COTUIT EQUITABLE 1550 FALMOUTH CENTERVILLE, 002002 HOUSING LLC ROAD-SUITE 12 MA 02632 21804/� 002004 MARCONE,JOSEPH CAPE COD LODGE 4966 FALMOUTH.RD COTUIT,MA 15218/: A ET AL *2404 TRUST 02635 MONUMENT 002005 PEGNATO,FRED P PO BOX 1026 BEACH,MA USA 3583/5 02553 002006 SQUILLANTE, PO BOX 463 - E FALMOUTH, USA 3516/31 NICHOLAS MA 02536 002007 QUEENEY,JAMES R 158 SCUDDER BAY CENTERVILLE, 12356/: &ADELAIDE M CIR MA 02632 002008 QUEENEY,JAMES R 158 SCUDDER BAY CENTERVILLE, USA 11349/t &ADELAIDE M CIR MA 02632 009001001 COTUIT FIRE p 0 BOX 1475 COTUIT, MA USA C10912 DISTRICT 02635 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.if a certified list of abutters is required•contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 7/1 WOW. hth, 7/txnxnz�tn�xin harnctahlA ma ne/arrimc/annnPnann/DhnttarRPt�nrt acnv7hma=7R A 7/1 il?hf1R • • _ Yr e cr 1 Is .,4M W71M /e ,� �� �l�,tc�°�j�l J`•- r .'y ij�•`q�'!A>� t`t�iae��® � � icY� ,t•�d �, _:,ram♦ F�to.,•q.>��,p>��,°r�i�j,�•,4,r.�>'�•'" A ,2. • �.;;�; ��III I�sn�te `�;. .��� �'�, d -�'� \ ` 1 shy o ^S , � FV COs' '�,�•�, \' � .- o�� �,`�.���� 1 ��(��V•t ♦'•7r�•��1'• •'``41'f�1��,. �I;r1r•:��I 1 r•- �I�sir � �`,�f.�,`�� ;^� � •.;.;,,o��•rtr aaar�� � r 1 • r• L.12 LolAll • i i I'm E,I.I Lei • r Is r.• - r -e r r • e 1 e r.- • • r•. I wil 1 1;• a F see a Irr - PI -r :1 - •r rr-.. 2_'8254 P*'q 108 0342*7 t :; BAi�I+:ST. LE TOWN iCLERK �. 20. h ,50 i'own°of Barrlisfable m' . . Zon)ng Board of Appeals Minor Modirication, Comprehensive Permit[Vo.2005-082 CbWlt Meadows a' Decision: Granted-lnsubsfantial ModMcation Applicant:: Cotuit Equitable Housing,LC : Property Addresses: Pheasant Hill Circle,&Dovetali Lane,Cotuit,`MA, Map/Parcel: .:, ,-.Mop 002,Parcels 002-00.1 through OQ2-009&'Parcels 002-103 through 002-024` Decision Date: June 1-1 2014' Summary: Modification;of Comprehensive Permit No.2005-082 to re-designate affordable. lots in"Phase ll"(and one lot in Phase II)of the subdivision:1ots 2;:9, 13, 16,18, 20,.22 Z1,84,86,,6nd 102 are designafied for affordable units: Background . .. On May 29,2014,'a letterwas received from Attorney John Kenney'on',behalf,of Cotuit Equitable Z Housing, LLC regarding the:Cotuit Meadows subdivision,permitted under Comprehensive Permit No: 2005-082. The letter requests a minor modification of,the:permit to relocate the lots.designated for construction of affordable single-family dwelling units in"Phase ill"of the subdivision. Phase, l (as designated by theApplicant for marketing and construction purposes)consists of 42 lots on Pheasant Hill.Circle and Spring Brook Lane. Presently,twelve lots-in Phase III are designated.affordable lots (Lots 9, 16,20,80 81,82,84 86,96,97,98, 102);.the applicants sought to,change the designation of the affordable lots within Phase III-and add'an,additional affordable lotto Phase 18,20, 22,81, 84,b6,and 102). Additionally,they sought to correct the total number Of lots designated as affordable;,31 affordable units are required by the Comprehensive Permit and,currently )j. 32 lots are,designated affordable through subsequent,permit modifications.;The request was 47 submitted as an insubstantial change not requiring a public hearing. Comprehensive Permit 2005-082 was originally,granted;by the Board'and filed on,May 2, 2006. A minor modification of the permit was granted and filed-June 20,_ 2007, a minor modification"was' granted and filed on,September 23,'2008,a major modification was granted and tiled on 06tober:15 2008, and minor modifications were granted:and filed.on June:29, 2009;August 3,2012, and-,March 8,2013. Procedural and Hearing Summary The request was presented;to.the Board at the regularly scheduled hearing on June 1192014. Attorney John Kenney re presented,CotuR Equitable, LLC;,Brfan Dacey was also present. Attorney- Kenney presented the requestto the Board and outlined the proposed:changes to th4 affordable lots. He provided an overview of the affordable units sold in the first two phases and the 11:remaining affordable:units in Phases[land 111. The Board reviewed an exhibit showing the proposed iodation of the new affordable units and Attomey,Kenney clarified�which lots were..changing andwhich remained the same as designated in'the odginal.Comprehensive Permit::`.: /Aot'io rt At the June 11. 2014 regularly scheduled.hear�ng;iof the Zoning"Board°�bf F,egeals; a motion vvas duly made and seconded to consider this request an insubstantial change antl t91modify Comprehensive Permit No. 2005=082 to allow the following changes to the lot'designations: 1. 'Lots 2, 13, 18:and 22 will be designated as affordable lots 2. Lots.9, 16, 20 81, 84' 86 and,102 will remain designated as:affordable lots: I. Lots 80, 82, 96, 97, 98 will';be-market-rate lots The vote was as follows: : u AYE: Craig Larson, Brian Florence,Alex M..Rodolakis,,George T. Zevitas,<David,A..Hirsch NAY:None Ordered k Comprehensive Permit NQ.r 2005-M2 has been modified:designate Lots'2, 9,;13, :1'6; 18, 20, 22,'.81, 84,-86, andr 102 for affordable single-family.units. 2 2 Crai Date Signed; I,Ann Quirk, Clerk of the Town of Barnstable,:Barnstable County;'Massachusetts;herebycertifythat 'a copy of this decision of the Zoning Board of Appeals has been filed in the office;of the Barnstable Town Clerk. This decision is issued pursuant to MGL Chapter 408(760 CMR.56.05(11)).and is not subject to the_20 day'appeal period;required.by MGL Chapter.40A Section 17 Signed and sealed this a �da of -. g y �� under:the pans�and penalties of perjury: •fi':Quirk 'Town Clerk 2. - 1 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)' LOT#86 PHEASANT MODEL COTUIT MEADOWS Q Check Compliance 1.1 SCOPE Wind Speed (3-sec. gust)................... ............................................... .................................................110 mph _Q WindExposure Category.................................................................. ..............................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ...... 2 stories <_2 stories Q RoofPitch ..........................................................................(Fig 2) ..................................................12<_ 12:12 Q Mean Roof Height .........................::..........................................(Fig 2) ..................................................16 ft <_33' Q BuildingWidth,W ...............................,...............................(Fig 3)............:........................................24 ft <_80' Q Building Length, L ............................ ......... ...................(Fig 3).... ................... ....._... ........48 ft <_80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4)......................................................2.0 <_3:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4)..........................:.......................6'-8"s 68" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections:..............:....(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 6404.1 Concrete......................:............... .........:...:.............:...........................:.:.:.:........................ Q Concrete Masonry . ................................................................. ......::................................... 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ................................. ..........(Table 4)...........................,.............;......... 28 in. Q Bolt Spacing from end/joint of plate ............................(Fig 5).........................................12 in.<_6"—12" Q Bolt Embedment—concrete.........................................(Fig 5).............. .....................................7 in.>_7" Q Bolt Embedment—masonry.........................................(Fig 5)............................................ in.>_ 15" N/A Plate Washer...............................................................(Fig 5).................................................>_3"x 3"x'/a" Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension.. ......­*......* imension..:...............::...............(Fig 6).................................................._ft:5 12' N/A Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6).:..................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)......................................................—ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)......................:..................I...........—ft <_d N/A Floor Bracing at Endwalls.......... ............. ........(Fig 9).... ......... .,:...... ..................................... Q Floor Sheathing Type ..........................7.............................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)..........................314 in. Q Floor Sheathing Fastening....................................................(Table 2)...........8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height _Loadbearing walls...............................................:........(Fig 10 and Table 5)................................8ft < 10' Q Non-Loadbearing walls................................................(Fig 10,and Table 5).............................18 ft <_20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................24 in. <_24"o.c. Q Wall Story Offsets .....................:..................................(Figs 7&8).............................. s AWC Guide to Wood Construction in High Wind Areas: I10 mph Wind Zone Massachusetts Checklist for Compliance (180 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 0 in. Q Non-Loadbearingwalls.............. .2x6-18 ft 0 in. ..................::..............(Table 5).......,................::............. Q Gable End Wall Bracing' Full Height Endwall Studs.:....... ....(Fig 10).......................... Q WSP Attic Floor Length................................................(Fig 11)............................................... ft>_W/3 N/A Gypsum Ceiling Length (if WSP not used)...................(Fig'11)...............................................26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)......................................7....................... N/A or 1 x 3 ceiling furring strips @ 16°spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Q Double Top Plate Splice Length ......:.................................................(Fig 13 and Table 6)....................: Splice Connection(no.of 16d common nails)..........:...(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Tables 7).............................................................2 Q Non-Loadbearing Wall Connections Lateral (no: of 16d common nails)... ............................(Table 8)...............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .........................................:..............(Table 9)..........................................6 ft 0 in. <_ 11' Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in. s 11' Q Full Height Studs (no. of studs)....................................(Table 9)..............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..........................................8 ft 0 in: <_ 12' Q SillPlate Spans...........................................................(Table 9)..................................—ft—in.<_ 12" N/A Full Height Studs(no. of studs)................:................::.(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Openingz .........................................................................6'-8"s 6'8" Q Sheathing Type..............................................(note 4).........................................................WSP Q Edge Nail Spacing.........................................(Table.10 or note 4 if less)..............................3 in. Q Field Nail Spacing ...........12 in. P 9..................:.......................(Table 10)........:.....:........................... Q Shear Connection (no. of 16d common nails)(Table 10).. .........................................................4 Q Percent Full-Height Sheathing I 9 g.......................(Table 10)..............................,.......................71% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Q Maximum Building Dimension, L Nominal Height of Tallest Opening2... ..................................................................6'-8"<_6'8" Q Sheathing Type..............................................(note 4)...................:. -............:.......................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less)...............................3 in. Q Field Nail Spacing......................:...................(Table 11).....................................................12 in. Q Shear Connection (no. of 16d common nails)(Table 11).................. Percent Full-Height Sheathing.......................(Table 11)......................................................24% Q 5%Additional Sheathing-for Wall with.Opening>6'8" (Design Concepts)..................... ,N/A Wall Cladding Rated for Wind Speed?.................... ......................................... Q AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool, see BBRS Website) Q Roof Overhang ...........:....................................... (Figure.19)...............2/3 ft s 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 L/2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift...............................:................(Table 14)............................................U= lb. N/A Lateral (no. of 16d common nails)...(Table 14)........................................L= 1b. N/A Roof Sheathing Type....................:. ............................(per 780 CMR Chapters 58 and 59) ... Q Roof Sheathing Thickness............................................ ...............................................5/8 in. 2:7/16"WSP Q Roof Sheathing Fastening............................................(Table 2)........................:........... ...................8d Q MTHE PHEASANT MODEL-COTUIT MEADOWS IMEETS THE CHECKLIST IN ITS ENTIRETY,THEREFORE THE FOLLOWING NOTE APPLIES:�� Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist,is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5% is added to the percent full-height sheathing. requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv: On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7sO CMR 5301.2.1.1)1 -WHEN THIS EDGE REM ON - Fi�AMING US£Sd NAILS AT 6�o.e, . it 11 11 1 . 1 11 li VG I Ir F !1 li '40 1 I1 11 1f 1 4L - 11 Ir 1 I I J I r 1 1 F- LU i ii S t - II I 11 W - I I V I 11 ~ 1 I r I I 1 1 i 1 a t 1 � II rl 11 r 1 11 11 t ' 0 USU M)GE `-- NAILSPAC.ING i PANEt � See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' j �Oa r I i i a 004 FRA►igING MGMBERS EDGE WrERMEDIATE � � Z ra. ' -- - STAGGERED NNL PAT FERN PANEL PAN V-EDGE DOUBLE NAIL EDGE SPACING DETAIL Detail . Vertical and Horizontal Nailing for Panel Attachment Home Energy Rating Certificate Property HERS ' Bayside Builders Rating Type: Projected Rating Certified Energy Rater: Chris Mazzola 115 Pheasant Hill Rating Date: 09/15/2016 Rating Number: Cotuit, MA 02635 Registry ID: Projected Rating: Based on Plans Field Confirmation Required. Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 62 Heating 15.6 $395 24% General information Cooling ' 6.7 $123 7% Conditioned Area 1356 sq. ft. House Type Single-family detached Hot Water 6.7 $209 13% Conditioned Volume 10735 cubic ft. Foundation Unconditioned basement Lights%Appliances 17.2 $930 56% Bedrooms 3 Photovottaics -0.0 $-0 -0% Service Charges $0 0% Mechanical Systems Features Total 46.2 $1657 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Cooling: Air conditioner, Electric, 13.0 SEER. Criteria Water Heating: Instant water heater, Natural gas, 0.82 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 53.00 CFM25. 2012 International Energy Conservation Code Ventilation System Exhaust Only: 44 cfm, 14.5 watts. t. Programmable Thermostat Heat=No; Cool=No Building Shell Features Ceiling Flat R-38.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-33.9 Window Type U-Value: 0.300, SHGC: 0.300 Above Grade Watts R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 Foundation Walls R-0.0 Method Blower door test Energy Raters of Massachusetts Lights and Appliance Features 18.0 State Rd Suite 2 Upper Percent Interior Lighting 100.00 Range/Oven Fuel Electric Sagamore Beach MA 02562 Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 508-833-3100 Refrigerator (kWh/yr) 691 Clothes Dryer EF 3.01 info@energycodehelp.com Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v14.6.4 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. 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 04/01/17 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 05/01/17 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 07/01/17 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 03/01/17 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 04/01/17 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 05/01/17 Chaves, Robert 508-362-9929 08/13/04 08/13/12 12/17/04 07/01/17 Christopher Costa&Associates, Inc. 01/22/08 08/27/12 02/06/07 08/01/17 Coy's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/04 05/01/17 I, Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 03/01/17 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 04/01/17 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 05/01/17 Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 02/01/17 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 04/01/17 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 07/01/17 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 06/01/17 Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08 05/01/17 1 6j ice qfI ga&WS 600.Mashing-fors Street Bastan,MA 02111 w-&-%mass.govIdIa Workers" CompensaffGn Insurance AffldaAt: AppHeauthfomation Please Faint L NaMle (Business/OrganizaLionrindividuai): N3,844b, /X,1� VC Address: City/State/Zip: 1 WILE AGO- 0&3� Phone-.V-. I?1 I I a 00 Are yGu an em-ployd?CheCk fheIpprdprlate Type of project(required): I.F] I ampa employz;r 4. ETI am a general contractor and 1 6. New constmetion employees (faU and/or p--A time).* hav(-,hired the sub-contractors ❑Remodeling 2.EJ I am a§61p proprietor or partner- listed on the attached sheet.1 ship and have to employees These sub-contractors have 8. ❑Demolition working for me in any capacity, workers' comp.insurance. 9. Fj Building addition [NO workers' comp,insurance 5. Fj W6 are a corporation and its Id El Elecbical repairs or additions r6qniied] officers s have exercised their 3.El I am a homeowner doing all woik' right of exemption p cr MGL 11.E] Plumbing repairs or additions myself[Na waft-eis" comp. c. 152, §1(4);and we have no 12-:E]Roof repairs insura-ace,required.]-11 employee-s..-[Nb workers' 13T] Other comp. .=, uranc6-XeqaiTe-d.] *Amy applicant that checks boi#1 must also-FM out the section below showing their workers-'con-ipensaticupolicyfnia)=Stion: tHomeovm=wko•submit fins affidavit iT1di,;ztfiagthey am dig aII work and then:hire outsidewntractDrs must submit anew affidavit indicating such �Contractors that check this box mist attached enadditional'sheet showing the name of the sub-contabtors and their workers'comp.policy imfo=jion. I ffrg arm erllf- ICY6T that 1,9.P?0-707�?7i2Grk-CrS'CG-?7tPenSadGYZ bnsararwCsfar MY erN playees. B qa7v is the.,poltey a-,zTdjoh site li=ancc,Company Name: /7 C �;e"'4: 4, i4l' Policy#or S elf-ins.Lic.#: 07 3 (Z6 Expiration Date:* Ibb Site,Address Cz Istattezzip: 34�4 Attach a copy of the warl-ers' compensatian palky declaration gage e) and expira.-flon d-A FailuiDto secure,covprage,as requiredunder Section 25A of MGL c. 152 can lead to the:in--lposition-of.erhninalpenalties of a fee up to $1,50 0.0 0 and/or fine-yealT inpiis onment, as well as civil p enalties in the,form of a STOP WORK ORDER and a fine o f IV to $25 0.0 0,a day.against I e violator. Ry advised tAat-a copy o f this statem mt may b t Inkai-ded to-the.0 f6c(-,of kavestigations.of the DU for insurance 6oyuage,verificatjon. I da tier wby e", if der ike pains andpayrgPi-les ofpe., prowlZed above is Iwe knd corree4 Suture: a�o1 • Date: 9 City Offk�d use artly. Do not vriZe hi fhfs areq,to be emirpleted by city or taw-n off,drI City or Tate: Permi'Mcense 4 j It C r T ls,m�hgg Arn-thorfty (circle one): 11.Board of Health. I Em.-IdIa--- Depaxtr e_-uit 3.CitrylTevni. Clark 4,Elea.-Head Insp-ecter S.2111ambing 1U._Cpe%-,tGa.- C-%,�Other c San- ph e,0: TIME Idwn of Barwtable. .. • .egul.ator Se�:.-vices Vion_as F.Geil.er,Director Bulldiucr Dlylsion Ton Perry, Building Commissioner 200 Main Street, Hyannis,31a 02601 I wmtown•b arnstable.ma°us i0f ce: 508-862-4038 Fax: 508-790-6230 Prop etty Ovm c' Must CoMplete and Sign This Section if Using ABuil.der I, G 1 , as Ovmer of the subject property herby authorize _ V 1 �� to act on my behalf, in all matters relative to•wor authorized bythis Eiv cUng p I application for; , (Addiess of-job) Signa o meter ate Phut Name Q;FOFMS:O1WfiERP'-EnfISSIO'N Massachusetts Department of Public Safety 1 �i Board of Building Regulations and Standards License: CS-005645 ;.° z: Construction Supervisor BRIAN T DACEY PO BOX95 �] }���b CENTERVILLE MA 62632 j y �v. CA Expiration: Commissioner 04/19/2018 1 Construction Supervisor 1 Restricted to: II'' Unrestricted-Buildings of any use group which contain 14 less than 35,000 cubic feet(991 cubic meters)of enclosed space. I' is t d I. 1 S Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. r DPS Licensing information visit: WWW.MASS.GOV/DPS 1 _ 1 4 } TempParcelEdit Page 1 of 1 3 3 12a� w� Utz- �:; „_,...::;::;z.e.^✓,,, Xl,. ...s;.Y,+..aa.F�.. -: .e..:..::. ..:,.. ........ t .: ..:: .., ..'::i a x, ,.,. �.,. 1r ,pr,x,.h,F ' Loggked In As:Schlegel r Wednesday,January 16 2008 FranApplication Center Road System Reports Road System The record has-been added. New Parcel Detail New Mapparcel: 002 Street Number: 115 Unit. Dev Lot LOT 86 Road Name: PHEASANT HILL CIRCLE T R f 1 Sec. Road: T Villlage: 07 - COtult Part of M/P: MAP 002 PCL 002 I Plan Ref: 'PLBK 617/69-75 (APP 7-62) Date Added: Updated: MP ate Delete Add Ano hers httn-//issal2/Tntranet/Prondata/TemnParcelEdit.asbx?ID=Add 1/16/2008 I SMOKE DEfiECTORS REVIEWED BARNSTABLE BUILDING DEPT. DATE FIRE DEPARTMENT DATE OTH SIGNATURES ARE REQUIRED FOR PERMITTING �■■� , v . lk, Act• g�� W .. II II N FRONT ELEVATION SCALE: 1/4" V—an ® Fn- � 3 O (j) # Lu Q -j � D , ., _l Lu SHEET REAR ELEVATION SCALE: 1/4" = 1'-0" JOB: 1621 DRAWN BY: KN DATE: q/14/16 IN w NMI ® iIN • . RIF LEFT ELEVATION RIGHT ELEVATION- SCALE:-1/4" 1'-011: SCALE:. 1/4" I'-0" TYP_ ROOF - \ Q 38 - - - 2x10'e O 16' O.G. R F.G.IN L\ SIMPSON 142.5 4 5/8' PLYWOOD SHEATHING/ 2XV9 0 16' O.C\ FASTENERS AT ALL ASPHALT SHINGLES RAFTER / TOP PLATE JUNCTIONS 1YP.. - . '112' GYP. OARD IGID WIND WASH BARRIER REQUIRED . HALL 5 TH T EXTERIOR EDGE OF EXTERIOR WALL OF PLATE • \N - W-8' - 12 IN 12� BLOCKING 4-0'O.C. 2xIO'S 0 16' O.G. 2x10'S 0 16' O.C. IN FIRST TWO JOIST TYP- EAVES BAYS FROM GABLE WALL Ix8 FASCIA / Ix4 SECOND MEMBER CONTINUOUS VENTING DRIP EDGE i -Ix3 STRAPPING Ix8 FRIEZE BD. W/ BID MOULDING 9'T i 1/2' GYP. BOARD - 3 i TYP_ ExTER1oR WALL FOYER i KITCHEN - O N 2x6 EXT. STUDS • 24' O.G./ Q Z 6' R21 F.G. INSUL./ #. Q O W 1/2' PLYWOOD SHEATHING/ TYVEK WRAP/W.C. 514INGLE5 4'_09 q1_09 i FINISFI FLOOR' ii 3/4' 05B 5UBFLOOR Q R30 FIBERGLASS INSUL. O , . 4'-2° 2x10'S P 16' O.G. 2x10'S® 16' O,C. PT 2d0'S 0 16' O.G. 2-2x10 GIRDER J Lu ' ' TYP_ FOUNDATION WALL - - P.T. SILL ANCHORED 28' O.G. -2xI2 GIRT 4x4 P.T. P05T 8'x7'-q' CONCRETE 13R - BASEMENT G 12' METAL POST ANCHOR O W DAMP PROOF BELOW GRADE 'SONO TUBE' PIER TYP. V 10'x16' CONTINUOUS FOOTING q'T I/2' LALLT GOLUM 5 - NOTE: . 3 1/2' CONCRETE SLAB U - 5/8" ANCHOR BOLTS 6 MIL VAPOR BARRIER EMBEDDED 7" 12'-00 SPACED 28" O.G. 12' FROM CORNERS _ WA514ERS 3"x3"xI/4" iv SHEET 6n 2'_6n 16i • 24'-0° A 2 SECTION "A" JOB: 1621 SCALE: I14" = 1'-0" DRAWN BY: KW DATE: q/14/16 • Iq'-On 71-qu 14_5u 6-10n 2'-0" Now w C DECK. 0 v �-y m w �J I o o I L_I O I— VINYLI �— Q o ., _ I r O T m F i u I 12i_6° 2x10'e - . o - • I6'O.C. - O 244DW2550 ABOVE 2AR�p, KITC EN II DI ING N 32°x60" —— I VINYL I I CARPET PULL DOWN 1 STAIRS L---J = - 2fe 0 244DH2B49 GARAGE 2$ M 12'-0° m o 32'X57° PITCH T°NC DEDO RS_LAB - (3) q 1/4' LVL ABOVE FLUSH _ O - - 0 -— �+ v 2jk N rZ oDI CARPET 2Se LIVING p io CARPET o 244DI42650 cI cN 32'x60' - 7'xq' O.H. DOOR 14'-4n_ 2-4 1 UP 8 i 2¢ 3- e1 c4r, 0 Z NAARRODW�AW TALL 9RA INC. ep # w Q m i T J 2_bu gr_Ou 2-6' 4-0° 61_0u 71_01' 7-0'I 6'-01 4-0u 14'-0" 34'-0" 48i_On ' SHEET FIRST FLOOR PLAN SCALE: 114" I'-0" JOB: 1621 G DRAWN BY: KW DATE: q/14/Ib 1ol1 w 34'-0° r 6i_0u W-7° CL N VINYL 2fx• ®9 6 � -80 61-80 q'-O'P 1O LIN 21 R R! (4 M 2fiOC2fz 21Z 2A DN. 2849-2 TMP O _ - DEDROOM x BEDROOM - ' CARPET CARPET - KNEE WALL - KNEE WALL - 3 O # 4 Z O 14'_0" 34'_0" J O V r SHEET SECOND FLOOR PLAN SCALE: 1/4" 1'-0" A4 A JOB: 1621 DRAWN BY: KW DATE: q/14/I6 l 48'-O" • 14'-0" 2'-4" 5'-4" 5'-1" q'-3" 12'-0" r w j 2-2x10 GIRDER I 4.4 P.T. POST ' — I GALV. METAL POST ANCHOR j 10" 'SONG TUBE" PIER TTP. 1 r _� I o I 1 6' BILCO.1 - 15ULK4EADI I ! O r I DOOR18" EXT. � I - I ;. I ___ - _ _ - -L ___ _ _ ___ -L -_-_-_ _ ____--_ - alxr-ql CONC. WALL 1 ;: I VERTICAL REBAR #6 v 35" MEN IF2"RBE AW T O D 1 I 1 I Wx 46' CONCRETE WALL I I • O I6 Tx10 IC�ONul TINUOUS FOOTING TYP. • p I - I 1 y 16"x10' CONTINUOUS FOOTING TYP. I I : 1 • 'v BASEMENT 14 • CONCRETE SLAB VAPOR BARRIER I �.71-3" 6'_8n 3'-8" 3'-3" 1 I GARAGE I 4' CONCRETE SLAB 1 SPLIT o I PITCH TOWARD DOOR I GIRT 1 o INr a I I o a LOAD Of I L':i IPlcr" Ell P"T I I c, N 1 ..: lk 3 I 1/2 VIA. STEEL COLUMN 1 I I 1 I I 30'x3o'x12' CONCRETE PAD L= --J 1 ' 1 11 • . = I m I v I I RO DP WALL 10" I I 0 DOOR :.• L 1 1 - 1 - ---- J •,, 6"x T-q" LONG. WALL I 16'x10' CONTINUOUS FOOTING TYP. 0 ---- -- ----- CI w Z • ***NOTE:*** � 2'-3" q'-6" 2'-3" 5/8" ANCHOR BOLTS {- " . EMBEDDED 7" Q 14-0 34-O" SPACED 28" O.C. V. 48'-O" 12" FROM CORNERS WASHERS 3"x3"X1/4" SHEET JOB: 1621 DRAWN BY: KW DATE: q/14/I6 EXTEND HDR TO CORNE = 2x6 DEL TOP PLATE - _ r RAFTER ® 16" O.G. - FULL HGT. STUDS _•�"`' ,,, - " - JACK STUD - NAIL TOP PLATE APPLY Now MSTA18 CONNECTOR TO BTM OF HDR o H2.5 EA. RAFTER w op W/ 2 Rows OF 16d NAILS ON THE INSIDE FACE OF HEADER ® all O.C. TO EACH JACK STUD STRUCTURAL PANEL - HEADER °° NAILED 5d COMMON CONTINUOUS HEADER 70P PLATE ® 3" O.C. EDGE AND FIELD CORNER TO CORNER ° NNW. OVER MULTIPLE OPENINGS` ! DOOR TRIMMER STUDS, , - • - - ® RAFTER TO PLATE CONNECTION �■■� (� SCALE: N.T.S. 2- 5/8" ANCHOR BOLTS w/ 5"x3" PLATE WASHERS - .Y EACH NARROW WALL SECTION `II li DOUBLE ROW - - `'✓`\ STAGGER NAILIN j .INTO BOTH PLATES - •" - 2x6 DEL.TOP PLATE - - -- VERTICAL — - - STRUCTURAL PANEL - - NAILED 8d COMMON < ® 3" O.C. EDGE, NARROW WALL BRACING AT GARAGE DOOR AND 12" IN FIELD SCALE: N.T.S. SHEAR WALL COMPLIANCE: W 71X OF EACH WALL .RUN = VERTICAL SHEATHING WITH " 8d NAILS 3" EDGE/12" FIELD (4)16d NAILS PER FT BOTTOM PLATE VERTICAL DOUBLE ROW - STRUCTURAL PANELS STAGGER NAILIN - Lm 24%•OF EACH WALL RUN BREAK ON SECOND FLOOR = INTO BOTH PLATES - r VERTICAL SHEATHING WITH ' RIM JOIST _ 2x6 DBL TOP PLATE 8d NAILS 3" EDGE/12" FIELD (4)16d NAILS PER FT BOTTOM PLATE SECOND FLOOR (n ' ,RIM JOIST s - VERTICAL - - - VERTICAL _ - STRUCTURAL PANEL - - STRUCTURAL PANEL - - NAILED 8d COMMON = NAILED 8d COMMON ® 3" O.C. EDGE 6 5" O.C. EDGE AND 12" IN FIELD - a - AND 12" IN FIELD F _ w co Lu J DOUBLE ROW DOUBLE ROW O STAGGER NAILIN -_ - STAGGER NAILIN INTO BOX AND SILL INTO BOX AND SILL li II. SHEET A(0 it II OFULL HEIGHT SHEATHING -SINGLE FLOOR OFULL HEIGHT SHEATHING -MULTI FLOOR JOB: 1621 SCALE: N.T.5, SCALE: N.T.S, DRAWN BY: KW DATE: q/14/16 I �jC) (.0 Foundation Certification in Barnstable, MA. Prepared For : ,-/115 Pheasant Hill Circlet' Cotuit Meadows), Subdivision of Barnstable Assessors Map: 002 Parcel: 002-086 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 Homeowner's Association, Inc. ® Deed 78 North Street, 3rd Floor Book 23161 Page 59 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 Scale : 1" = 20' 11-22-2016' Job Number: 2005-214 n 0 z N/F COTUIT MEADOWS HOMEOWNERS ASSOCIATION, INC. DEED BOOK 23161 PAGE 59 PARCEL ID: 002-002 OPEN SPACE cn N N 0 -4 CP 22• � �g 4 `�� � rn Nis �o� 2•o N` y ' -�C-)ocfn . - - �ofn o. w 44 9� N, \Z 9�0 x W -A O O Z r V1 a' 9Z0 r O . LOT 86 10,626f S.F. 0.24f ACRES ,o �F N to 136.26' N 84-19007" IN N/F CHRISTOPHER M. & JULIANNE SMITH I DEED BOOK 28964 PAGE 173 PARCEL ID: 002-002-087 I I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN OF MA COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS_(20'/10'/10') AS NOTED IN TOWN OF BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059.Pg 158) IS LOCATED IN RELATION TO �� ' SHANE yGv, PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A M• • SPECIAL FLOOD HAZARD AREA. 0 MALLO� No.4868 THIS PLAN S NOT TO BE RECORDED N IS IT TO BE USED TO ESTABLISH PROPERTY LINES. / `'90�-Ss�o�� SUR�� REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE GDO L NOTES: 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT a 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES. SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE 00 WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10).to SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS." SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2006 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR 10) �\ SITE IS WITHIN A STATE APPROVED ZONE it GROUND WATER E cX RECHARGE PROTECTION AREA LOT 85 CONSTRUCTION NOTES: ', '� ���•�4' �` �"�� 0 IN- � 1. ALL GENERAL. CONSTRUCTION NOTES ON SHEET C-2 FROM THE 84.10 LOT 12 SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. SMH�26 2. ALL GRADING, DRAINAGE, AND U71U TY NOTES ON SHEET C-5 FROM °u► G --�-'' " '\�' �pC E• IN OUT• THE SUBDIVISION CONSTRUCTION PLANS S FOR C07VIT MEADOWS, S 64.o DATED 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. AGE �► ' s�`�' 70. x 03. SEWER BUILDING CONNECTIONS: tb'. ,Et / v"" ,�••- '� _ S �r - MIN. COVER SHALL BE 3 FT. `��p�GE.''�~ - .23 CAL TA b ocn - SET CLEANOUTS AND MAINTAIN CLEARANCE MOM OTHER UTILITIES N AS REQUIRED BY BARNSTABLE.-DPW: INv.• \ � Q• - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1X.,, �� 70.25 40 PVC �, UGE ��i "+ � 63.53 � '70.5, VEGET 12" \ (MIN.) W CURB\ LIl RAIN G RDEN (12a \ �� + W �» WA STOP ` � �I ` C.F. ST AGE) �� 0 cr �, \ ` -64: 3.0 , ' `\ y 01\ \ \ ` n 70.33 b� N OPE �\ �, � w\g Cotuit Meadows Subdivision �PACtN\ \N. l• 1.0 pR� � y, \ sMH z7 S PR017lDE i ` ' DIAL x`�6' DE � F* ��' 6�17 m\� 45.9 `� �7�.►-� 11 jp & ��2� C'3 `Z N \ IN IN- CotuiteBarnstable, Massachusetts ( ) to 63.07 LEACHING BAN W/ 1 `STONE ` a �` SURR NDING (OR ALTERNATE NATE �\ \ �+ 70.75 x o. �1 PROW q) CON ECT� PMRDOF ,8a \i \ ®� �� '--, 70.25 �'� �•0 �`OT 86 `n\\�` 70'S S 1 OT 11 COTUIT EQUITABLE HOUSING, LLC M _4, Ito 1t3,626 S.F.�� DOWNSPOUTS TO LEACHING x d' cn� BASIN `i i �� 63.0 .24 c ORES 9 1 \ ' (9 Pe On Box 95 LOT, 88 ' x _ = ' �" ,J �� Centerville MA 02032 �� ��\ �� tea+..64.5 10 SETBACK LINE , `a , TITLE •-L — vNE 59,0 +8 __ . . . " Site Plan N 84 19 07" W "_-_""'r a � LOT 87 Lot 66 -w I IS Pheasant Hill Circle VE TATED 12"� rn 10 SE1BACK - \ � \� N �,� o RA GARDEN (125 - _ LINE y BAXTER NYE ENGINEERING & SURVEYING C.F. / \ i� O a 1 80TT0=10 �� � X �� w 66.25 66.5 Registered Professional ` w _ _- i Engineers and Land Surveyors 78 North Street, 3rd Floor,Hyannis,MA 02601 Phone-(508) 771-7502 Fax -(508) 771-7622 CD N a 20 0 20 40 3 SCALE IN FEET SCALE: 1" = 20' DATE: 10-12-16 N H DF REV. DATE: REMARKS �5S9C o MATTHEW W. yGN LOTn86 EDDY N z � U o (E Q CIVIL a No.43183 mWm Numm b � °�F SGIST � 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw �¢ ONA N Z 2005-214 � O O LC)� r N � Ln a- O O � N 0 O O U h 10r