Loading...
HomeMy WebLinkAbout0048 PHEASANT HILL CIRCLE 7 r - - - yr IM A 'YIAP INSTALLEi)CiL !LL \v PROJLIC'rS PO SOX 1 10_5 SF1CaAty}OR[ScrAC(i. MIA -.5 "-( (. 6� PJSIJLi+'i;OPJ CERTIFiC^,TIO -FEFt ;ECC 303. 7. BATT IiVSUl'A'TlOPE EXterlOr Wa!I,: Type.: Exterior ivailsType: _Man:fa rite .-- k-'value; _ interior Walls/Stainveli. TYPE': —_ Mph is it11'er Baser-men Type: ^ ♦ x1+uo,,"� 1 c� Flat Ceilings. Type: _ P.�c;fachlrer: .Sloped Ceilings; I Type. BLOWN !NSUIra,T!OtV. r!BERvjhSSnfCu=�y�dsOS� _ Exterior wa;is: ( TYpe 'n.t<(c'd thic:k,�ecs:: G Settled l`sickness _ R-.Va.ltae. ___- Settled Coverage A.rea: rrber of Bags:_._ _ Type: Settled Thickness: -: Ma 4{aCtJr er: lnci•,frsd thiclme 5—[1 1 6 I Sc�ttfed = da'ite: Ca'ver2pe Ares ...11 nS(.,t:d nr?n,.;y i Nurnar.r of Sap 77 cly — -- — t I Slip Id Geil,ngy: TYpe tjY1�i$S r 'Se tt1 d This n d t W� ln5tafled tnicl,nt, _ _ t�nii t� \J i Jt"r, 3 � s C'Ovcr ge tirea rp(! � \ I �Or MA, Ih,t.a.ed �utla(ne,Pr t,- - -- t� Home Energy Rating Certificate Property HERS Bayside Builders Rating Type: Confirmed Certified Energy Rater: Chris Mazzola ,48-Pheasant'Hill-Cirdle] Rating Date: 08/30/2017 Rating Number: 35081 Cotuif,MA 02635 Registry ID: 269087403 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index 55 Heating 33.7 $506 28% General Information cooling 2.1 $132 7% Conditioned Area 1744 sq. ft. House Type Single-family detached Hot Water 9.0 $117 7% Conditioned Volume 16683 cubic ft. Foundation Unconditioned basement Lights/Appliances 19.2 $1038 58% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $0 0% Mechanical Systems Features Total 64.1 $1793 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Cooling: Air conditioner, Electric, 13.5 SEER. Criteria Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 37.00 CFM25. 2015 International Energy Conservation Code Ventilation System Balanced: HRV, 70 cfm, 42.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-49.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-38.0 Window Type U-Value: 0.300, SHGC: 0.310 Above Grade Walls R-21.0 Infiltration Rate Htg: 378 Clg: 378 CFM50 Foundation Walls" R-0.0 Method Blower door test Certitied 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 Natural gas Sagamore Beach, Ma 02562 Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 508-833-3100 Refrigerator (kWh/yr) 691 Clothes Dryer EF 6.31 Info@energycodehelp.com Dishwasher(kWh/yr) 263 Ceiling Fan (cfm/Watt) 70.40 Certified Energy Rater: REM/Rate - Residential Energy Analysis and Rating Software v15.3 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. V, TOWN OF BARNSTABL BUILDING PERMIT APPLICATION TOWN OF �1RNSTABLE Map Parcel U2— Application # v Health Division , °: 3 41 Date Issued Conservation Division Application Fee Planning Dept. _)Y 4 IT r Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Village Owner tW Address d Telephone -6 , — v U Permit Request vcAoin:5"I at Ldn6c� M!!t�lk 1� l Square feet: 1 st floor: existing proposedd floor: existing proposed Total new Zoning District Flood Plain roundwater Overlay Project-Valuation Construction Typ Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes �ILNo On Old King's Highway: ❑Yes No Basement Type: ,Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 1�1 Number of Baths: Full: existing new Half: existing new Number of Bedrooms: (( existing 5new a ' Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: , Gas ❑Oil ❑ Electric ❑ Other Central Air: g,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: f ?VIA1�: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use 62,C Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ! l Telephone Number Address (7ev*v1 k License # Home Improvement Contractor# Email \ ` v, Worker's Compensation # ALL CONST CTION Dl� RIS RESU TING F OM THIS PROJECT WILL BE TAKEN TO �Vf M SIGNATURE 1 DATE FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION- ��� �� f.-a.2'� W FOUNDATION O atolaxi FRAME ERA INSULATION J - l FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH 1� FINAL FINAL BUILDING l -5 F" AU/ V/� A DATE CLOSED OUT ASSOCIATION PLAN NO. Regul,atory Ser.,Yleos t �nxNsrt e a T}iomas F.Geiler,Director ;,ass, Buil11.ug Division Ton Ferry, Building Commissioner 200 Main Steet, Hyannis,MA 02601 I rr�t rY.io�,-i•barnstable.rn.a�us Oi ice: 508-862-4038 Fax: 508-790-6230 : Prop�AY Owne' Must complete and Sign This Section If Using ABuil&r 1, t 6 �� ( - , as Ovzner of the subjectproperty J herby authorize `�2 v. to act on my behalf, in all matters relative to.-work autho*Azed by this EuAding pe='-G application for; , �-�L�c �f� _66,4 4 - (Address of Join) � r Sign e f Date, Print Name , Q:FOF N1S:OVf\7BF1:,Mf1SS1Old J tYE-i4:&Edii.dot•FV - J 600 [Yas>ing—fors Street F J - �� & s us Z 02111 Workers Campeiise ou Insurance Af'ldaidt.- A-PpHemt hfomation Please Mat Le2zbjV Name (Buskess/orgarizat on/Ldividuai)a -[ d0 ess: ❑ty/State/zip:6•�` 7,r4) `/, 1 - '& Phone#1 Are yau an employer?Check the•apprdpriate Type of project(rerl�re�): 1.❑ I ate,,a ezupl�,y Ll wig. 4. �I urn.a.general contractor and I 6. ew consiiuction , employees (fall.andlerpart tiim).T havehiredfhe sub-contractors 2.❑ I am a sole proprietor or partner- listed on the atta.ched sheet.t 7. ❑Remodeling ship and have ho errtployees These sub-contractors have 8, Demolition -"m.-d ing for ine in any capacity workers' comp.insurance. 9. ❑Building addition No workers, comp,insurance 5• ❑ We are a corporation and its req -fled.] oiiicers have exercised faeir 10.❑Electacalrepairs or additions 3.❑ I dirt a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself [No worlrers' comp. c. 152,§1(4),and we have no 12:0 goof repairs insurance required,]i employees.'[No workers' comT.insurancerequised-] 13.❑ Other TAny applicant•chat checl;s box#1 mast also fl1 outer e section.below showing their worlcem'compensation policyin oi3nstion: t Homeowners wlp submit&s affidavit indicating they are doing all work and then hire outside wntract6rs must submit anew affidavit i dieatin.g such. -tConta-toss-ih-4checkrhis-box mist attached an additional'sheetshowingthenameofthesub-oontraotorsandthes•work s'comp.policyinfo=atim I zM arz"=player that bssura�-tee for Fey errrFlojjees. Bela1�is tFFe.lr�Ziey¢rad�g� �i�e xz,��r�r•.Fii�iz. : � " T-n urance CompanyName: Policy#or Self--ins.Lic. :_ ?j PQC�2? _ _ _ Expiration Date: rob Sito ddress:�� �t\ �11�G IK city/state/zip: A-Mach a co Rabe(sha?virtg ffie p oh.ey nmmber and erpira dGn€ alte). FaUme to secare,coverage as required under section.25A of MGL G. 152 cm lead to the imposition:of erhnivalpmaldes of a fine up-b$1,500.00 anil/or one-year inprisonratnt; as well as cm-1 p enalti es in the fozm of a STOP WORD ORDER.and a fine of ixp to$250.0D.a day.against the-�iohfox. RP ad�sed that a copy of this statem t maybe fort,Tarded to-&e.Office of Inve,stigations•offht 3DIA for insurance coyt rage vi=,rdication. dcs tere y��Et �f rtx deg iPxe a sd. erral. es a pe.� ayy that the info azadcra pr°owided above is�°we aitd cai'F�ez r hayu0)r. ' I G�eff-d ase o ly -Do not vyi,e byl Eli s arewy to be cowpleled by ofty O'F`T`uiva€}j*- I CCity cir Towm: Perm MCC-2,se 7 1s,.tWn Auhar -y(drdeone): - 1_board of:wealth 2.P:as11a ng Dep.srtrne�t 3. �tylT�i�r�,r, Clerk 44.Eleeti cal his��e€tor S.PhT-1--nbing Irt�p cc�ar CC.0 er a°nit Cr < P h.one : AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR5301.2.1.1)' DELUXE VILLAGER MODEL-LOT 4 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) ..:... 1 stories :52 stories Q Roof Pitch .......................................................................... (Fig 2) ....................................................8<_ 12:12 Q Mean Roof Height ..................................................................... (Fig 2):.................................................. 16 ft<_33' Q Building Width,W............:.............................:.................... (Fig 3)...........:......................................50 ft <80' Q Building Length, L .............................................................. (Fig 3 ................:...........64 ft<_80' Q Building Aspect Ratio(L/W) .......................:.......................(Fig 4)..............,..... ...........................1.5 <_3:1 Q Nominal Height of Tallest Opening2 ......,:.................................. (Fig 4)................................................:..6'-8"<_6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections..............'...... (Table 2)......................................:......................... Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete..................................................................................... ........................................ Q ConcreteMasonry ..............:......:....:......: : N/A................................. ............................................ . 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)................................................... 32 in. Q Bolt Spacing from end/joint of plate ............................ (Fig 5)........... .............................12 in. <_6"—12" Q Bolt Embedment—concrete......................................... (Fig 5).................... .............................7 in. >_7" [� Bolt Embedment—masonry.........................................(Fig 5)............................................ in. > 15" N/A PlateWasher............................................................... (Fig 5)................................................>_3"x 3"x W. Q 3.1 FLOORS Floor framing member spans checked ............................... (per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6).................................................. ft:5 12' N/A Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).!.................................................._ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)........... ...................................:.... ft <_d N/A FloorBracing at Endwalls ...................................................(Fig 9)..............:...................................................... Q Floor Sheathing Type ..................................:..................... (per 780 CMR Chapter 55).................................... . . Q Floor Sheathing Thickness ................................................. (per 780 CMR Chapter55)..........................314 in. Q Floor Sheathing Fastening....................................:.............(Table 2)...........8 d nails at 6 in edge%12 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...............................8 ft <_ 10' Q Non-Loadbearing walls......:.........................................(Fig 10 and Table 5)...............:........:....18 ft <_20' Q Wall Stud Spacing ..................................................(Fig 10 and Table 5).....................24 in. <_24"o.c. Q Wall Story Offsets ..:.. ........ .......: ................... (Figs 7&8).................................. ....... ft <_d N/A AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 0 in. Q Non-Loadbearing walls.................................................(Table 5)........................................2x6- 18 ft 0 in. Q Gable End Wall Bracing Full Height Endwall Studs......... ..............................(Fig 10)........:......................................................... Q WSP Attic Floor Length.................:.....:.......:................(Fig 11)..:....... ..................... .......= ft>_W/3 N/A Gypsum Ceiling Length(if WSP not,used)...................(Fig 11)...... .....................I................:26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11.).............................................................. N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft Q Splice Connection (no.of 16d common nails)..............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral (no. of 16d common nails)................................ (Tables 7):.............................................................2 Q Non-Loadbearing Wall Connections Lateral (no. of 16d common nails) ...... .. .. . ..............(Table 8) ................................................. .........3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9), Header Spans .........................................................(Table 9)..........................................6'ft 0 in. <_ 11' . Q Sill Plate Spans ........................................................(Table 9).......................................... 3 ft 0 in. <_11' Q Full Height Studs(no. of studs) ...................................(Table 9)...............:..............................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans............................................................. (Table 9)..........................................8 ft 0 in. <_12' Q Sill Plate Spans.... .......................................................(Table 9).................:................ ft in. <_12" N/A Full Height Studs(no. of studs)....................................(Table 9).....................:........................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 . Minimum Building Dimension,W Nominal Height of Tallest Opening2 ............... .............................:............................6'-8"s 6'8" Q Sheathing Type.............................................. (note4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less)..............................3 in. Q Field Nail Spacing.......................................... (Table 10).....................................................12 in. Q Shear Connection (no.of 16d common nails)(Table 10)............................................................4 Q Percent Full-Height Sheathing....................... (Table 10)......................................................30% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)...............:...... Q Maximum Building Dimension, L Nominal Height of Tallest Openingz.............. ....................................................... 6'8" Q Sheathing Type.............................................. (note4)...............................I..........................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less)...............................3 in.: Q Field Nail Spacing.......................................... (Table 11).....................................................12 in. Q Shear Connection (no. of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing....................... (Table 11)..............:....................................... 15% 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<-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= 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............................................. (Table2)...........................................................8d Q DELUXE VILLAGER MODEL LOT 89 MEETS THE CHECKLIST IN ITS ENTIRETY, THEREFORE THB 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 asfollows:' i. Panels shall be installed with strength axis parallel tostuds. ii. All horizontal joints shall occur over and be nailed toframing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. f 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 floorframing. 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 J, AWC Guide to Wood Construction in High Wind Areas: 11 D mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 -WHEN THIS EDGE RELSE STS ON FRAMING E &i NAiLS AT 6'b r— 11 11 11 11 1 it 11 11 1 ' 11 11 11 11 11 I I 11 11 11 IL — 1 I1 1 11 11,F 1 1 11 i 0 JI Ir 1 I1 -j 11 F - 11 11 1 II it � 1 a Ij 1 I I Q I I 1 r ir W 1 U u fr H 1 11 1 1 1 la t II rl 11 • rl [J 11 11 ll t - -•-•'a._ - 1't. - tiles I OdUSLE EDGE MAILSPACINCr PANEL_ d See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment e AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone g P Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 a I :3 N e 1 1 1 [1 m 1 1 a �a II I1 1 I FRAMING MEMBERS i EDGE.ERMEMAT£ I I 1 _ 1 r ------- _____.i_ STAGGERED 3"MNJ KNL PATTERN PANEL ` PA%EL EDGE DOUBLE NAIL EDGE SPACWG D>TAL 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 48 Pheasant Hill Circle base Rating Date: 04/05/2017 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: 52 Heating 44.5 $604 27% General Information cooling 1.4 $76 3% Conditioned Area 3488 sq. ft. House Type Single-family detached Hot Water 10.2 $130 6% Conditioned Volume 30199 cubic ft. Foundation Conditioned basement Lights/Appliances 26.8 $1449 64% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $0 0% Mechanical Systems Features Total 83.0 $2258 too°i° 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, 0.90 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 10.00 CFM25. 2012 International Energy Conservation Code Ventilation System Balanced: HRV, 87 cfm, 30.0 watts. 2015 International Energy Conservation Code Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-38.1 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling R-37.5. Window Type U-Value: 0.300, SHGC: 0.300, Above Grade Walls R721.0 Infiltration Rate Htg:.3.00 Clg: 3.00 ACH50 Foundation Walls R-12.0 Method Blower door.test Rating Company Home Energy Raters LLC Lights and Appliance Features 180 State Rd Suite 2u 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 www.energycodeheLp.com Dishwasher Energy Factor 0.46 Ceiling fan (cfm/Watt) 0.00 REM/Rate- Residential Energy Analysis and Rating Software v15.3 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. Town of BarnstableT Ric `x 200 Main Street, Hyannis MA 02601 508-862-4038 , q 4 Application for Building Permit Application No: TB-17-1049 Date Recieved: 4/13/2017 Job Location: 48 PHEASANT HILL CIRCLE,COTUIT Permit For: Building-New Construction-1 or 2 family Residential Contractor's Name: BRIAN T DACEY State Lic. No: CS-005645 Address: CENTERVILLE, MA 02632 Applicant Phone: (508) 771-1040 (Home)Owner's Name: COTUIT EQUITABLE HOUSING.LLC Phone: (Home)Owner's Address: PO BOX 95, CENTERVILLE,MA 02632 Work Description: To Construct a 3 bedroom,2 bath Single Family Home with an attached 1 car garage Total Value Of Work To Be Performed: $220,000.00 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: BRIAN T DACEY 4/13/2011 (508)771-1040 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $220,000.00 z Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $1,247.00 . 4/18/2017 $1,247,00 1845 Check ..................................:.........:............................................................................................................................:......................... .................................................................................. ......... Total Permit Fee Paid: $1,247.00 `TN l,, b Massachusetts Department of Public Safety ' tl . Board of Building Regulations and Standards License: CS-005645 ,. Construction Supervisor BRIAN T DACEY PO BOX 95 CENTERVILLE MA O2C32� ttLL� 4 y l Expiration: Commissioner 04/1912018 j Construction Supervisor 1 Restricted to: Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. j I Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. DPS Licensing information visit: WWW.MASS,GOV/DPS I 1 4 E •. Subcontractor's Insurance 2012 GL Policy GL Policy WC Policy 'SIC 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 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 1 02/03/08 1 02/03/13 02/03/08 05/01/17 1 TempParcelEdit Page 1 of 1 1 ` if, ..e .•z.. 7 "�' ... ,,.. 1. "-' :' r' ''. k 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: 002 002 004 I Street Number: 48 Unit Dev Lot I.L.01T 4 Road Name: PHEASANT HILL CIRCLE P � ' < T/R Sec. Road: T/R r Villlage: 07 Cotuit Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: p Dte � �A�t'heC:. http://issgl2/Intranet/Pr6pdata/TetnpParcelEdit.aspx?ID=Add 1/16/2008 Foundation Certification in Barnstable, MA Prepared For 1,48 Pheasant_ Hill Circle (Cotuit Meadows) r Subdivision of Barnstable Assessors`Map:� 002"Parcel: 002-004- Baxter Nye Engineering. CgC Surveying Zone X (unshaded) ® FIRM Community Panel Number 0250001y 0539 J g g Y g Effective Date July 16, 2014 Registered Professional OWNER: Cotuit Equitable Housing, LLC 0 Deed Book 21804 Page 41 Engineers. and Land Surveyors OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. 0 Deed 7$ North Street, .3rd Floor Book 23161 Page 59 Barnstable Zoning Board of Appeals No. 2005-082 0 Deed Book 21059 Hyannis, MA 02601 Page 158 Phone — (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 0 Deed Book 22249 Page 282 Scale : 1" = 20' 05-11-2017 Job Number. 2005-214 / N/F PULSFORD, CAMERON & KIMBERLY NICOLE / DEED BK. 28159 PG. 46 PARCEL ID: 002-002-005 / z / S9-1 <v N/w o 240• V '0 0• / / y ^CV EXISTING ?.0• FOUNDATION #48 2 0" — — M LOCATION DATE 5 10 17 901 / p / LOT 4 8,800t S.F. / Q ^y 0.20t ACRES / Al 101 69. 9' — W � l , N/F ANGELOU, TRIANTAFILOS & BARBARA ' DEED BK. 29869 PG. 243 ' PARCEL ID: 002-002-003 f' I 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 TO OF �g�0F f�1ASs4 BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO �y SHADE PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. a MALLOhN n THIS PLAN TO BE RECORDED NOR IS IT USED TO ESTABLISH PROPERTY No.4868 INES. 77., Pess (4 su REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE a '}' T�s L SMOKE E " CT REV IEWEa � . . - � € BARNSTABLE BUILDIN DEPT. DATE FIRED PA EPT DATE BOTH SIGNATI ES 4ARED FOR.PERMI7TING LU p V J h } 00 W i^^r O Lo IM t o cr ® ® � w � ® ® o � � t OD rr�)�� � V W ►I? m2: FRONT ELEVATION SCALE:1/4"=T`O, k Q 2 W • o .v W w FTT O , SHEET REAR ELEVATION Al .. - SCALE:1/4"=1'-0" - JOB: 1'f05 • '" _. - � � - - DRAWN BY: KW : - - - DATE: 03/30/1'! i _ N N 0 in rram�^ W 0 2 V i h 00 • A^� W 0 LO LL LL o ® F= �. �oo� Q IMD7 >- Ob U) LEFT ELEVATION Im m a Se--ALE: 1/4"=1'—O" 12 - 0 IIIE N w ® IIE -ILL ® ® - W - -El SHEET RIGHT ELEVATION A2 56ALE:1/4"=1'-O" s JOB: iTO5 DRAWN BY: KW DATE: 03--- TYVT2423 - 14'-0" 3o 1/a"x 2q 7/a" 14-0" 5'-10" TW 24470-3 - 59 5/5"X60 7/a" Y- B 3)11-If"LVL ADR N _ • 1 12'G[1tILING I TYV 24410 2 - O - Q TN 24410-2 Q 5q r/a"x60-ve' ®I I® sq. to x6o /e:' -:12X16 DECK - y /�I ..MAHOGANY I 1 5UN � 4 4 1 I ROOM - -, . ry W O J Lb - ° Q V .J rs OD m O ry I SQ I o - A lJJ q DN. 6 LITE iv 15-CITE I ENGH 6 -- -•_ __._..._ __ _ _ �'FIXED J— _-.-.� ....... . .._..:. ui....., ., ,r......., �— - HALF YVALL 2- (3)11 7/a"LVL HDR 15-CITE ` FIXED ` ~ V L1. FIRE.. c p BUILT IN I.^rl cV RATED+ • r - V 5HELV ABOVE 2'-8" .- - - - 2- O 11 tOMASTER BEDROOM CARPET ININ S 1 CARPET OAK -I - ° VAULTED CEILING CF " - M11111111 - - - - - - - - - - - -.- - -.- - - - - - - - - - - - 10'-6"a FLAT 4 - UI n TYv 24410 12'-0"CATHEDRAL CEILING 4 cGo RETE s E LAs }L Q GREAT ROOM, Q 1` N Q '►�/�' p N 30 1/a"xb0 7/a" PITCH TOYVARD 000R5 Y OAK if) ! j- - V) (n T [{� TILE m W 4 a - - - - - — ' FAS o TIN 2442 �.Y E BATH m = Q 11'-4" 4'-10" I' 1 26 30 1/8"x53" M ' BUILT IN t' 3'-8"h 10'-4" a'-3 374"TILE Q w � a (� _.. *4- AB'S NI/ I: 6 Q ABOVE 14" 4IT - I J 6 3u6 N 66"A.F.F. - '. .. - - SEE NARROW MALL. Id DETAIL a TRANSOM ABOVE II itt 26 RAISED GEILIN6Y-0"x9'-0"O.H.DOOR A tp'_6" 125 FLAT GEILIN6r - BATH24 5/a"x24 5/6" GONGR APRON 'O• 2 KITCHENs___ OAK K LINEN G 235 H"x413/5" GL. '• _ N 11'-4" . 4'-11" v 4 ___ REF. 26 N 2 � 5 ° Y ° o = Q - p 51LGOG 0 I I 3- 111'-41/2'I 6'-81/4" L _ J 6 1 I z F CITE 1 I °' 14'-3 3/4" TW 24410 M 10'-6"GATHED6L GEILIN6 O BEDROOM #1. TV BEDROOM #2 m H -1 7 MAHOGANY OAK I - CARPET _ O, Q I it> (3 11 7/a"LV HDR Q - Q O -. m 9 N J X gz X m A ? U x g SHEET 14-0" 16'-0" 12'-0" 14'-0" a'-0" _ A 3 64'-0" FIRST FLOOR PLAN JOB: 1705 SCALE: 1/4"=1'-0" DRAM BY: KkN DATE: 0315011-T 14'-0" - r--16'-0--� 20'-0" - ------- ------ -------- J L i 7 I I I I tL I -c1 TW 3016 ''� 2x10 GIRDER I - - 4 36 / " 'V I ". 6xb P.T.F05T 0 �p 1 8 x 18 8 I GAL\/.METAL POST ANCHOR I QLn I 10"'5ONO TUBE"PIER W/ I man" {� Y I 2x10'5 .,... ® 26 O""BIG FOOT"FOOTING 1. 7 ~ r Li J :: I o o n r i FIRE w I i0 I u RATED a2 I IOD n d i i i i r i 1..• I I I I I I I I I I I p II ' L - - - - - LL J BM BM PKT t DROP FLUSH PKT - I BM PKT 4 - W/5LA13 e'x T-9'GONG.WALL 16"x10"CONTINUOU5 FOOTING TYF. * I ; I_ - _ _- im Y. - } I o 1 p I I a 0 14'-0" r' 14'-0" T'-5" D 7 - r_ cr r - i 16"x10" ,8"XT46UOGON WALL --I I - /. 2xips : ry r 4 I GARAGE L J I F-1- ®16"O.G. OD V 1 4"GONRETE SLAB PITCH TOWARD DOORS L iv I L 1-J �2x10'S 2x10'S. ' 2x10'S - I r- TW 3016 1 Q O l 36 1/8"x t8 T/8" 1 Q e �M m in f BM PKT I i - PROP WALL UNDER I I c I SLAB®DOOR5 TYP. I r fl I ® I I J I SEE NARROW WALL I r; - L-IJ _ r 1. DETAIL 1 , I L_ • J I L F-L 1 - - = FURNACE r- 1 � I I • I I I NOTE: 5/8"ANCHOR BOLT5 EMBEDDED T' L - -J 5PAGED 52"O.G. I I cv FULL BA5EMENT I 12"FROM CORNER5 I - I F YV6HER5 3"x3"x1/4" I 3 1/2"CONCRETE SLAB = VAPOR RETARDER I • - I 1! - BM PKT I L- i _ i I . I . z Lu - - - i I TW 3016J. .r _ L - -J 361/6"x 18'1/8" O Z 1 . 1 i - - - - - _ - - - �..3-2x10 GIRDER I 3 1/2"VIA.5TEEL COLUMN 4 30"x30"x12"CONCRETE PAD TYP. I 00 I 8"X-1,-9"GONG.WALL - V 1b"x10"CONTINUOUS FOOTING TYP. I Ab - Q BEAM POCKET n J v !-----------------� ----------- - 4x4P.T.P - I " :. A. - -- - - -- - - - - I 0 GA-V.METAL POST ANCHOR , L C1 10".,SONG TUBE"PIER � L - - J "BIG FOOT"FOOTING TYR. SHEET 6-311 14'-0" FOUNDATION PLAN - JOB: 1"105 - SCALE:1/4"=V-O" PPA- EN BY: KW DATE: N r 1� m U (D N Ln Ln V _J U) J J l� � OD .. RIDGE VENT rW,' - 2x12 RIDGE BOARD - _ ., U LL . ASPHALT 5HINGLE5 r 5/8"GDX PLYWOOD U7 s 2xb s. ry+spy 5® OC RIGID WIND WA5H BARRIER REQUIRED, < A N AT EXTERIOR EDGE OF EXTERIOR WALL - �y H. 0 - 12 TOP PLATE - 12 'w N 8p Q e rn YMW. In R36 F.G.IN5UL r L • - 7 W W ' SIMRS A H2.5 O' +Os pG FASTENERS AT ALL ®fib 1x6®16"O.G. ®76, Z _ - RAFTER/TOP PLATE Oy o Q O. 1 4 v y®1 JUNCTION_5 TYP. %y+1 C co-2X65®16"O.C. (2)1 3/4"x 14"LVL BEAM ®16"O.G. - w (3)2x10'S -- KITGHEN GREAT ZOOM 1x3 STRAPPING 5x6 F.G.GYP.BD. iXb TdG BEAD BD. O 1.�-POST IN WALL T. (3)2x12 HDR: .. I I BETWEEN GARAGE B LNING 10"C.OLUMN _ I BEYOND _ - AREA BLOCKING 4'-O"O.G. GARAGE IN FIR5T TWO J015T AND RAFTER _ ' { O w -I f" "T6G•3/4"PLYWOOD 13AY5 FROM GABLE WALL 2x65®16"O.G. f �. 2x10'5®16110.G.W/ .� - • .. R21 F.G.IN5UL. .. - - 50LID BLOCKING - 1/2"GDX SHEATHING R30 F.G.INSUL. - TYVEK/W.G.EHINGLF5 I DECK - ' 4"CONCRETE SLAB ^ - I _ BEKCH NOT SHOWN. _ -PITCH TOWARD DOORS 7 P.T.2XV9®16"O.G. i P.T.. ®16'O.G. _ (3)2x10 GIRDER TYP. _ f 1 4x4 P.T.1P055TT s I 3 1/2"STEEL COL. s - _ GALV.METAL POST ANCHOR I .b - I � 30"x30"x12"FOOTING �i 10''SONO TUBE'PIER Nl/ - �r �+ _ Q V • � � 26"'BIG FOOT"FOOTING Tl'P. 10"'SONO TUBE"P R W/ �c{ $ .;K 24'-0 _ z 26""BIG FOOT"FO TING TYP. { _ - - T= 3 1/2"GONG.SLABLU t 1., O SEGTION IIAII 5EGTION 1 11 5GALE:1/4"=1'-0" 5GALE: 1/4"=1'-0" { 5HEET 52 . JOB: 1105 . DRAM BY: KW _ DATE: 03/30/1-7 14'-0" 16'-0" 20'-0" _ N M L Li 9 u1' J is _ O 14'-0- __ 14'-C" - B'_4" W O LLf 1 M� IXCF Llnl 00 GARAGE ' c � W LO m ti Im m a y , W H Z - - U Q SHEET FIRST FLOOR FRAMINO PLAN JOB: 1-105 SGALE: 1/4"=1'-O" DRAWN BY: KYV DATE: 03/30/iT 14-0 (3)11 1/5"LVL HDR N r1• (y) �-} N m W 0 h 00 m } � I� W 0 - - - - W I I I LL. I IM, a o r I I RAFTERS 29105®76"O.G.iYP. W 2x 2 RI GE =0 I 2x12 RIDGE Q! O ` � m a 2x12 RIDGE 1 • - - - ZO. - A "BUILD OVER" VALLEY 'O` - V "BUILD OVER VALLEY" O _ .21-1 SHEET 54 ROOF FRAMINO `FLAN JOB: 1705 ' SGALE:1/4"=1'-0" DRAWN BY: Kyv DATE: 03/30/11 EXTEND HDR TO CORNER _--- - 2X6 DBL TOP PLATE - - - ----_ _ � RAFTER®16"O.G. FULL H6T.5TUD5 • • JACK 5TUD NAIL TOP PLATE \\� APPLY SIMF50N MSTA15 CONNEGTOR ° o H2.5®EA.RAFTER O TO BTM OF HDR - opLn W/2 ROW5 OF 1&d NAILS ON THE INSIDE FACE OF HEADER z Q ®3"O.G. - TO EACH JAGK STUD �'. . . onoy GS I) 5TRUGTURAL PANEL HEADER o o TOP PLATE W . NAILED 5d COMMON GONTINUOU5 HEADER - o o rVVn ®3"O.G.EDGE AND FIELDCO O RNER TO CRNER n - ,Y - - OVER MULTIPLE OPENINGS z DD _> DOOR TRIMMER STUDS .. WF O 5HEAR WALL GOMPLIANGE: RAFTER TO PLATE CONNECTION - W Q - 5-ALE:N.T.5. a. W= 30%OF EACH WALL RUN U L. 2-5/5"ANCHOR BOLTS I VERTICAL 5HEATHING WITH w/3"X3"PLATE WA5HER5 I - a W Q EACH NARROW WALL 5EGTION -I (4 NAILS IL PER F 2"FIELD (4)16d NAILS PER FT BOTTOM PLATE M a O I L= 15016 OF EAGH WALL RUN w '7 20%HDR>6-5" CF — VERTICAL 5HEATHING WITH (j) I� 5d NAILS 3"EDGE/12"FIELD Q ' h (4)led NAILS PER FT BOTTOM PLATE ob O VI W ` m W co NARROW WALL BRACING AT GARAGE DOOR 51—ALE:N.T.5.. _ Y i JOINT DESCRIPTION cornwB aN � UMBER of NAIL sPAUNG x NaLs DOUBLE ROW STAGGER NAILING - - INTO BOTH PLATES -- - ROOF FRAMING --- _ - 2X6 DBL TOP PLATE - - - -- PRD TO RPFTER(END NAILID/ 3,BG - . - WALL FRAMING .. =fLTbN9(FACE NPILFD) 4-16E 5-16d AT JOINS STUD TO SnD(PELF AILEDI 4-16G HEADER i0 HE4OFA(FACE NAILEDJ 16? 34'OO.P10NG O , FLOOR FRAMING - Q .YIOT d - BLCILKINb TO JOfT(TDE NALF.DI 2-8G -10G EAOH END 11 BLOOCINb TO SILL OR TOP PLATEfTL£NALLEDI }16U 4160 EACH BLOCK Z VERTICAL - - 5TRUGTURAL PANEL - v oNSLmbc-x ro BEr�+rroERiEo NaLEOJ },� ��r X� -NAILED Hd COMMON " ®3"O.G.EDGE - - JcSr m JasT TEND NAUJv, 2,ba 4,ba PER JO6T U F— AND 12"IN FIELD - - - - BAND-:Xnsr ro 51u az TOP Pure R�NAILED, -bD - ..• - ROOF 5HEATHING m ' I rvood sTRucnRu PnNELs O, ,,,1"VVV«<\ u _., . _ ___ _ _ RAFTERS OR TRUSSES SPACED UP TO 16'OL. ed 1oJ ED6E6'FOLD ,I 6ABLE ENDYVAL_RAKE OR RAKE TRUSS w/o bABLE OYE<1HAN6 8a - 10a b'EWFIb-FOLD ItlI GPBLE ENDIYNl RPKE OR RAKC TRUY�w/5T,+LLnRPL ecl ,Oq b'FAiE/b'PAID - OU,LOOKERS ♦ O Y - - Ff,OVVALL RAKE LA RAKE TRU55 w/LLYJKLUT 6LOLK5 _ 8! 104 - FIELD ' DOUBLE ROW _ CEILING SHEATHING STAGGER NAILING _ _- bwx'I"vaiLBOARD - s°c6oLms - o-FRLD 0 INTO BOX AND SILL _ WALL'5H EATHING I- .-.�--�� �". 5R1D6 TRI1cnRAL PANe,s I �_ _„"- SPACED uP ro aa o.L. ea ,oa b m6Fru-FIELD II .._ Y�'/WD 'jj F16ERBOMD.PPNELS � - 3'ELGPJ6'FIELD . _ '/�'GYPSIM WPI.LBOARp _ .5G C�lERS _ O"FEED • r FLOOR SHEATHING I PDODS R L RA PnNE s SHEET I I ,•aR LEx n ba ,oa b EDben•FOLD • � GREAreR THAN 1' - 0.1 lOG b'EWE/b'FE'LD II II FULL HEIGHT SHEATHING -SINOLE FLOOR JOB: 1105 SCALE:N.T.5. DRAWN BY: KW DATE: 05/ /1-I GENERAL NOTES: sMA 31 1. LOCUS PROPERTY IS SHOWN AS: INV IN .19 ASSESSOR'S MAP 002 - PARCEL 02 INV OU 58.09 / 2. SETBACKS: FRONT = 20' SIDE/REAR = 10 ,- 3. UTIUTY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. 4. COMMUNITY PANEL LIMBER: 250001 0539 J THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE X, AREA OF MINIMAL 5. ENVIRONMENTAL NOTES: M / SITE IS NOT WITHIN AN A.C.E.C. AREA OF CRITICAL ENVIRONMENTAL CONCERN). 4 `' SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE Z -'F� � 65.0 WILDLIFE PER NNESP MAP OCTOBER 1, 2006 'ESTIMATED HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS 74 PROTECTION ACT REGULATIONS 310 CUR 10 ." x� / SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP p5 0 MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS." SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER x 1, 2006 'PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES / / / 65.0 UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, a / C' REGULATIONS (321 CMR10) e '� S SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER RECHARGE PROTECTION AREA CONSTRUCTION NOTES: rr s� 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE SUBDIVISION CONSTRUCTION PLANS FOR COTUTT MEADOWS, DATED V> 6/25/07, SHILL HERESY APPLY TO THIS SITE PLAN. 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM y THE SUBDIVISION CONSTRUCTION PLANS FOR COTUTt MEADOWS, DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. 3. SEWER BUILDING CONNECTIONS: D _ - �� ' - MIN. COVER SHALL BE 3 FT. LOT 5 - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM 07HER UTILITIES / Q, n,,- 64 � , s s . .� AS REQUIRED BY BARNSTABLE DPW S IOV. 41-06 c� �� � ,� ° �f3• - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALT. BE 2.1% / , m 30 R / r y llj. , Sl 4• f�0 i'B8 e6 o t Cotult Meadows Subdivision wq,F 80, F� 8a, Cotult■Barnstable, Massachusetts //R .� S INV. J • l PREPARED FOR ST /> 1� �' 67.D c 2p0 (MIN.)3 �.T,.p 70.4 3 / °1 �, a 0 f .0 M COTUIT EQUITABLE HOUSING, LLC / er rs>> X 2� �r r o 0.3 n { ,�N R 0, Box 99 ,' // rrw� J l�l �'�� ,° ��c f$ • X3 Center'doo, MA OM2 ME LOT 4. / ; / Site Plan 8,800S.FE - �) .20E CRES Lot 4. 48 Pheasant Hill Circle ° .- �.. � 0 BAXTER NYE ENGINEERING & SURVEYING n7 65.0 x 8 6M SIP , it y� �S14ANE " 68. PROVIDE (1) 6' 7.5 (//Vf t g M. ° LEAc:HING BASIN w,ds. /I v No g8687 Engineers and Land Surveyors SURROUNDING (OR ALTERNA14 E�NECLTNALC R E OF Dowr2iB9 7a.X `9oFES5,m, Q 78 North Street, 3rd Floor,Hyannis,MA 02601 I / ��� v � bone- 508 771-7502 Fax 508 771 7622 A ING BASIN 1 i SUi� ( ) ( ) x 66 VEGETATED 12 I 11;-117 20 0 20 40 RAIN GARDEN (250C.F. 67,STORAGE) c� T0P=66.0/ SCALE. IN FEET 144.t.3 ro 2 _ BOTTOM�65.0 I ', / ?+Cn SCALE: 1" = 20' DATE: 04/12/2017 !/ U / �... REV. DATE: REMARKS Hx /�'V ,,r3 re ar LOT 4 �56.0HEW y�� C. / 0 L DRAWm MAW No.43183 o, TE��®�a 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw �� 2005-214