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HomeMy WebLinkAbout0172 PHEASANT HILL CIRCLE P �' � tHEo� Town of Barnstable p Building Department-200 Main Street `�639, `0ro OrEOMA+° Hyannis,.MA 02601 Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-16-186 - CO Issue'Date: 8/19/2016 > - J Parcel ID: 002-002-018 Zoning Classification: RF Location: 172 PHEASANT HILL CIRCLE, Proposed Use: COTUIT. Gen Contractor: BRIAN T DACEY Permit Type: Residential - Single Family Comments: Building Official Date: �F THE Tp� o Town of Barn stable BARNSTABLF, : 200 Main Street Tel.(508)862-4038 MAM 1639. TEOM A INSPECTION REPORT Date: 8/19/2016 12:25 PM Inspector: mckechnr Permit Number: B-16-186 Name: COTUIT EQUITABLE HOUSING LLC Address: 172 PHEASANT HILL CIRCLE, COTUIT Inspection Type Inspection Item Status Comment Building Final A- Inspection Results PASS Final passed Inspection Overall Comment: Overall Inspection Status: Not Reviewed Re-Inspection Date: _e Inspector Initials: Person in Charge Initials: Total Score: 100 t� t `V Z w ®®�®. Do s�noKE DETECTORS Ravi ul'.' -FRONT ELEVATION STF LE BUILDING DEPT. _ DATE SCALE: 1/4" V-O" _ m FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING - N 3 # W 'A l p lu G W WIn Ci o cz cr G q� �Sn I SHEET REAR ELEVATION Al SCALE, 1/4" - V-O" JOB: 1524 DRAWN BY. KW DATE, 12/16/16 a \ V LEFT ELEVATION RIGHT ELEVATION w~,w SCALE: 1/4' 1'-0' _ o SCALE: 1/4' . 1'-0' L 12 'HURRICANE CLIP' P.G.IN9UL. - 2x10's•16•O.C. R. ' FASTENERS AT ALL a9•IG O.C. M F.G.INwLJ RAFTER/TOP PLATE 6/B'PLYWOOD SHEATHING/ - . JUNCTILNS 1'1'P. ASPHALT SHINGLES - Ix3 PP STRAIN RIGID WIND WASH BARRIER REWIRED 1/2' TP• ' AT FMER1oR EDGE OP EKTERIOR SAT HALL - TOP PLATE - i�/ / 12 ' BLOCKING 4-0'O.C. �12 IBAT9�Qy dw r Nq 2x10'9 i 16'O.C. 2110'9 v I6•O.L. =-EAVM Ix5 FASCIA/Ix4 SECOND ME ER - Ixa STRAPPING I CCNTINUW9 VENTING DRIP EDGE —13R . O 12'GYP.BOARD I 1 q'T Ixa FRIEZE BD.W/BED n LDING N s KITCHEN I I FOYER O N I $i EM.STUDS 0 24'O.CI o Z - I I i'.1.F.G.INWL., CID Q O I/2'PLYWOOD SHEATHING/ FIN19H FLOOR 91-0' 4'-0' W.C.9HINGLESTYVm WRAP/ # W R30 F�ERGLA99 1NSUL. 2-2x10 GIRDER PT 2xID'9 IL'O.C. 2x10'9•16•O.C. 2x10'9 0 16'O.C. O L LU 4.4 P.T.PAST a-2xi0 GIR 4'-2 TYP.FOUNDATION WALL J U. S ND GAV. ETAL P09T ANOWR —19R B'x'Pg9'CONCRETE 2B'O.C. O W n••so'a TUBE•PIER TYP. BASEMENT 9•T DATIP PROOF BELOW GRADE V 9 1/1`LALLT LOLUFW9 IO•xlG•CONTINUOUS FOOTING U9 In'CONCRETE SLAB NOTE: - 6 rnL VAP BARRIER 5/8•ANCHOR BOLTS 12'i2'-0'�12'-O-O EMBEDDED 7^ .. SPACED 28'O.C. . 12' FROM CORNERS r Ns WA514ERS 3'x3^xl/4' SHEET zfiW 6 A2 24'-0' SECTION "A" JOB: 1524 + SCALE: 1/4' . I'-O' DRAWN BY: KW DATE: 12/16/15 i 6'-10• 14'-5° 7-9' 19'-O• I2'-0 r w Omni 1� 4 DECpool / s H r x - Q vI NMI I YI t I m-0 so O 244oH2e I _ KITCHEN R�. - •, o l _ �`I ABOVE CARPET I VINTL ---� /M� 6 y Puu L BTAIRB J ocwN I m ON CJ m - 2p GARAGE 244DI2849 0 Y .. O. O (a)9 V4'LVL ABOVE F •.6T FWEH 4'CONCRETE SLAB 82 C . g _ PITON TOWARD DOORS tV P - - 2E .F ® b . LIVING. '° CARPE( 244wuaso 0 CARPET' 16'-O' - 14'-4° T.9'O.H.DOOR � �y E 6 '1 - X p ` - m NARROW AIIL BRACING # Q Q m 4-0' 7'-O• 7'-0' 6'-0' 4'-0• 2-6° 9-O" 2-6• _.34'-0' - -14i_O. SHEET FIRST FLOOR PLAN I� SCALE: 114" - 1'-0" A JOB+ 1524 DRAWN BYr KW DATE: 12/16/15 „•, tnw J p 8-7" NEW VINTL 2fi a- ® `? 9—Oe 6�—B� 2'— 2 — NEW r 4 fi LIN A 2fe 21 26 _ O 2649-2 H 64'x57' - BEDROOM - BEDROOM CARPET CARPET 0 4 I6'—Oe — '—Be 14'-4e KNEE WALL KNEE WALL - ev N - O m p # w Q E J 34'-0" 14'-0e J t IL 0 V 5HEET SECOND FLOOR PLAN f� SCALE 1/4" • V—O" f� JOB_ 1524 ' DRAWN BYE KW DATE 12/16/IS � -5'-0 1'-4' 2'-4° , � w �V} ' '2t10 GIRDER - ~ 1 4.4 P.T.PEST 1 ` I TAL POST W.-S 10 •SONOME TUBE'PIER IBUucNFwDI i � _ i I . I I°DORB•EZT.I I R I I I::;I I;'.I ■ 1 L Now va _ li J J dl ICI a 46.'CONCRETE WALL I;;� I6'AO'CONTINUOUS PCOTING I • VAPOR DAR�RIER v • I I - I„I i,I 5'-II• B,_il' B,_3°. 3,_B. 6LB' T,_B. <!I SPLIT 15 I. 4'CONCRETE SLAB I c GIRT I I PRCM TOWARD DOOR *2. DER I" 3 V2'DIA.STEEL COLUMN 3bYlO'°17 CONCRETE PAD DROP 10• ei I I k ■ F-- -- I` I • .I b I :I -- -- a•.7'-9•CONC. I I ILklO'CQNTINUOUS FOOTING TTP. I:c _- k: (() �e I I> — ———— 0 3 -_-- I 0 ~ 0. � H NOTE, 9'-6' 2'-3° 5/5°ANCHOR BOLTS 34'-0• 14'-0° EMBEDDED 7° - SPACED 2B'O.G. V 41,D' 12' FROM CORNERS WASHERS 3°X31%I/4° SHEET A5 JOB: 1524 DRAWN BY, KW DATE. 12116/IS - EMEND HOR TO CORNS 2.6 DBL TOP PLATE _ s RAFTER®16'O.C. U PULL MGT.STUDS ` Z JACK STUD ' (. p NAIL TOP PRATE H2.5 B EA.RAFTER w TO BTM OF MDR - APPLY BIMPSON MSTAIB CONNECTOR r W/2 ROWs OF 16d NAILS ON THE INSIDE FACE OF HEADER Iil TO EACH JACK STUD - V - STRUCTURAL PANEL HEADER TOP PLATE 6 3I-D Bd COMMON CONTINU—HEADER �. ` - O.C.EDGE AND FIELD - CORNER TO CORNER OVER MULTIPLE OPENINGS - - - l TRIMMER STUOS - ORAFTER TO PLATE CONNECTION IIJJ�� SCALE:N.T.S. 2-5/W ANCHOR BOLTS II ` w/3'x3"PLATE WASHERS II M EACH NARROW WALL SECTION _II it - - w - �l w DOUBLE ROW ** ** ■ v� •STAGGER NAILIN INTO BOTH PLATES 2x6 DBL TOP PLATE Q VERTICAL �fi6RtlS .STRUCTURAL PANEL - aa NAILED ed COMMON O 3'O.C.EDGE NAR OW'WALL B ACIN A ARA E DOOR AND 12'In FIELD p3 _ fie• SCALE.N.T.S. -�.re WIND ZONE COMPLIANCE. W- 38%OF-EACH WALL RUN LL- - VERTICAL SHEATHING WITH }. - Bd NAILS 3'EDGE/12' FIELD VERTICAL DOUBLE ROW (4)I6d NAILS PER FT BOTTOM PLATE STRUCTURAL PANELS STAGGER NAILIN BREAK ON SECOND FLOORS '4 - STAINTO ER ILIN - L- IIS OF EACH WALL RUN RIM JOST , 2.6 DBL TOP PLATE VERTICAL SHEATHING WITH Bd NAILS 3'EDGE/12" FIELD (4)I6d NAILS PER FT BOTTOM PLATE : E� _.4 •s 1 -yp ,, SECOND FLOOR (() RIM JO ST 3 VERTICAL�FRT - STRUCTURAL PANEL LED Bd COMMONRAL NAILED Bd COMMON - .', N O.C.EDGE i. O 9'O.C.EDGE -- - AND 12'IN FIELD "5 # < Q AND 12'IN FIELD 'S _ J DOUBLE ROW OW DOUBLE R 4.• } V i I� STAGGER ER NAILIN NA INTO BO)( SILL �. I O AND 9I LL INTO BO%4ND SILL NT j _II „\ 41 ti>v ' SHEET A6 OFULL. HEIGHT SHEATHING —SINGLE FLOOR ®FULL HEIGHT SHEATHING —MULTI FLOOR SCALE N.T.S. 5CAlE�N.T.S. JOB: 1524 DRAWN BY, KW DATE. 12/16/IS - IOB SIT 2— � MA I MAP INSTALLED BUILDING PRODUCTS Pb BOX 1309 1. GAMORE BEACH, f INSULATION CERTIFICATIONMA 02562 ! -PER IECC 303.1.1 BAT71 INSULATION Exteri r walls: Type: ` Manufacturer; R-Value:: Exteri' r walls(other); TYPe ( Manufacturer; Interio' R-Value II Walls/Stairwell; Ty ____Manufacturer: Basem R-Value: nt Ceiling: Type; d� (�jj ` Manufacturer: t . R-Value: Flat Ceili s: Q Type: Manufacturer: I `�+ R-Value: Sloped C •lin gs: Type: I Manufacturer; n� I �I W�.GL( S-41(-L. {' R-Value: BLOW SULATION FIBERGLASS OR CELLULOSE i Exterior lis: Type: Settled Th�citness: . --Manufacturer: Covera ---- Settled R-Value: Installed thickness: . ge. rea: N Installed_ density: umber of Bags:__ Flat Ceilin i ; Type: � M�( [, I i __Manufacturer.Q � / Settled Thi kness: I -1-3 .Settled R-Valuer Installed,tFiicknessr ' Cove rage A ea: Installed density: umber of Bags: Slo ed Ceili I s: Type: I � - j � L,77 , Settled Thiel Hess; Manufacturer. QV�' ' / Settled R-Value - Installed thickness; Coverage Ar' a: , tuber of Bag `-Installed density: I F tic Datproducts l r TOWN OF BARNSTABLE ;0!16 s " 018 I VIIS10 Air Leakage Property Organization HERS Bayside Builders Home Energy Raters LLC. Confirmed 172 Pheasant Hill Circle 888-503-2233 08/16/2016 Cotuit, MA 02635 Andrew Popielarski Rating No:21316. RaterID:5363711 Weather:Barnstable, MA Builder Pheasant Hill Circle 172 Bayside Builders Pheasant Hill 172 C.blg Whole House Infiltration Blower Door Test Heating Cooling Natural ACH 0.15 0.11 ACH @ 50 Pascals 2.57 2.57 CFM @ 25 Pascals 300 300 CFM @ 50 Pascals 470 470 Eff. Leakage Area (sq.in) 25.8 25.8 Specific Leakage Area 0.00013 0.00013 ELA/100 sf shell (sq.in) 0.77 077 Duct Leakage Leakage to Outside Units Main CFM @ 25 Pascals 36 CFM25 / CFMfan 0.0291 CFM25 / CFA 0.0265 CFM per Std 152 N/A CFM per Std 152 / CFA N/A CFM @ 50 Pascals 56 Eff. Leakage Area (sq.in) 3.10 Thermal Efficiency N/A Total Duct Leakage Units CFM25/CFA Total Duct Leakage 0.0265 Ventilation Mechanical Exhaust Only Sensible Recovery Eff. (%) 0.0 Total Recovery Eff. 0.0 Rate (cfm) 63 Hours/Day 16.6 Fan Watts 15.0 Cooling Ventilation Natural Ventilation ASHRAE 62.2 - 2010 Ventilation Requirements For this home to comply with ASHRAE Standard 62.2 2010 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings, a minimum of 44 cfm of mechanical ventilation must be provided continuously, 24 hours per day. Alternatively, an intermittently operating mechanical ventilation system may be used if the ventilation rate is adjusted accordingly. For example, a 87 cfm mechanical ventilation system would need to operate 12 hours per day, as long as the system operates to provide required average ventilation once each hour. REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. © 1985-2014 Architectural Energy Corporation, Boulder, Colorado. TOMN OF BARNSTABLE HOME PERFORMANCE "Q de More Energy ENERGY 150 WITH MASS NEW Existing _ 140 RAT I N G Homes 120 HOMES REBATE Standard New Home 100 CERTIFICATE 90 b 70 pj 60 This Home Y I 58 50 46 30, 20 Zero Energy 10 Home 0 Less Energy Estimated Annual Energy Cost Estimated Annual Energy Consumption I i 178 _ -- ---- _ r. T0.0 .. 51 = 50.0 40.0 10 $$ III 30.0 78 1 - 20.0-, 4 55 -- 10.0 .' _ - 0.0 c c c a (U 6 on an on a +� c c E a o Q `° H o Q a o S U 2 O0 U = U = Cd O) ~ On O V Q1 Lan �O > J d N fC3 J Address 172 Pheasant Hill Circle Annual Estimates" Certified HERS Rating Company Cotuit, MA 02635 Electric(kWh): 7332 Energy Raters of Mass House Type Single-family detached Natural gas(CCF): 257 180 State Road Suite 2 upper Cond. Area 1356 sq. ft. CO2 emissions(Tons): 6 Certified Rater Andrew Popielarski Rating No. 21316 Annual Savings**: $1836 Rater ID 5363711 Issue Date August 18, 2016 Registry ID 924057758 Certification Verified " Based on standard operating conditions Rating Date 08/16/2016 Based on a HERS 130 Index Home Signature REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. © 1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. TOWN OF BARNSTABLE 3 D I VI _0 �1 Y� 3 t�IvA. 44 rr iti f c� i � � �. 7 . r- stry ID Home EnergyRatingCertificate Regiumber 21316 758 Rating Number 21316 Certified Energy Rater Andrew Popielarski 172 Pheasant Hill Circle Rating Date 08/16/2016 Cotuit, MA 02635 Rating Ordered For Bayside Builders - Estimated Annual.Eher_ "Cost Use MMBtu Cost Percent 5 Stars Plus Confirmed Heating 27.9 $443 26% HERS Index: 58 Cooling 2.0 $109 6% Efficient Home Comparison: 42% Better Hot Water 3.5 $189 11% Lights/Appliances 17.3 $937 56% General°Infiormation � hotovoltaics -0.0 $-0 -0% P Service Charges $0 0% Conditioned Area 1356 sq. ft. House Type Single-family detached Conditioned Volume 10987 cubic ft. Foundation Unconditioned basement Total 50.7 $1677 100% Bedrooms 3 Crlterla Mechanical SystemsFeatures :. This home meets or exceeds the minimum criteria for the following: Heating: Fuel fired air distribution, Natural gas, 95.0 AFUE. 2009 International Energy Conservation Code 2012 International Energy Conservation Code Cooling: Air conditioner, Electric, 14.0 SEER. Water Heating: . Heat pump, Electric, 3.39 EF, 50.0 Gal. Duct Leakage to Outside 36.00 CFM25. Ventilation System Exhaust Only: 63 cfm, 15.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes BUi'l"ding Sh'ellFeatures Ceiling Flat R-40.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-30.0 Window Type U-Value: 0.300, SHGC: 0.310 Certified HERS Rating Company Above Grade Walls R-21.0 Infiltration Rate Htg: 470 Clg: 470 CFM50 Energy Raters of Mass Foundation Walls R-0.0 Method Blower door test 180 State Road Suite 2 upper Sagamore Beach, Ma. Lights.and Appliance Features r � " 888-503-2233 Percent Interior Lighting 90.00 Range/Oven Fuel Electric Info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator (kWh/yr) 691.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REWRate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. © 1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. OF BARNSTABLE 22 lM 08 Town of Barnstable Building RAW Post<Th�s�Card Sv That iti 1/�s�ble From::th'e.Stceet-:A , rouedPlans Mustbe_Reta�ned on Jobfand th�s�Card Mustbe,Kept, y� Posted Until Final Inspection Has t3een Made �� 1 = Where a Certificate of Occu anc. Is.Re wired' such Buldm hall Not be Occu ,led unt>II a�Fina14•Inspectron,has,been made rt Permit Permit No. B-16-1481 Applicant Name: Eric Whiteley Map/Lot: 002-002-018 Date Issued: 07/08/2016 Current Use: Zoning District: RF Permit Type: Sheet Metal Expiration Date: 01/08/2017 Contractor Name: Eric T Whiteley Location: 172PHEASANT HILL CIRCLE,COTUIT Est Project Cost: $ 10,000.00 Contractor License: 15920 Owner on Record: COTUIT EQUITABLE HOUSING LLC P rmi, Fee $85.00 Address: PO BOX 95 Fee Paid $85.00 CENTERVILLE, MA 02632 Date: 7/8/2016 . 3 Description: Gas furnace in the basement with two zones o h 6f eathabid-new duct work Project Review Req.: Gas furnace in the basement with two zones'of heat and new duct work r � Building Official I itie ; This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within Is z months after issuance. All work authorized by this permit shall conform to the approved applicationband the app Roved constructiondocuments for which this permit has been granted. All construction,alterations and changes of use of any building and structueesshall be°inzcompliance-with the,local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. a T The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work J. 1.foundation or Footing rk 2.Sheathing Inspection ' 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection,, ,_ = 5.Prior to Covering Structural Members(Frame Inspection) ? 6.Insulation ' s 7.Final Inspection before Occupancy '" " Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). C..)T Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map w� Parcel 02. C A% Application �f®9�.�SNi�dg JO n1M0,1 Health Division Date Issued sh,Itakz_> Conservation Division �Q� Q Application Fee Planning Dept. :Ld30 Miming Permit Fee Date Definitive Plan Approved by Planning Board sswr Historic - OKH Preservation/ Hyannis Project Street Address _1�Z 6hPA-:w, Village colvl� Owner Cah&tj !/'� Address 0• , 0Y ('OI&EVIIk Telephone Permit Request I Cn✓ls - o- ?1 /tor"PYl 2 041 Square feet: 1 st floor: existing ` proposed 2nd floor: existing proposed n7—Total new Zoning District �.1 Flood Plain_ Groundwater Overlay Project Valuation Construction Type 60 Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family. W Two Family ❑ Multi-Family (# units) Age of Existing Structure _ Historic House: ❑Yes kl No On Old King's Highway: ❑Yes U�No Basement Type: AFull ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) $� Number of Baths: Full: existing new ?_ Half: existing new_ Number of Bedrooms: existing anew r Total Room Count (not including baths): existing new i-2 First Floor Room Count Heat Type and Fuel: It Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes rdNo 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: NY-74 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑,Yves ALNo If yes, site plan review# Current Use Proposed Use -51 , Ai APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name r`�&Y-%, -1 Telephone Number Address 9-3Ox C.0,PA&V<<_ License # QX3�5LWS_ Home Improvement Contractor# Email U� �� . COYVI Worker's Compensation # 00 7 SQ-O ALL CONSTRUCTION DEBRIS RESULTING FR M THIS PROJECT WILL BE TAKEN TO &Vxr4_ Y��► �1�� SIGNATURE DATE ( lS1 FOR OFFICIAL USE ONLY E APPLICATION# 4 DATE ISSUED MAR/PARCEL NO. a ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME L`I JL 1 V (pl zAllb INSULATION Pg&nk`C►a `1 FIREPLACE ELECTRICAL: ROUGH FINAL 1 PLUMBING: ROUGH FINAL z GAS: ROUGH FINAL FINAL BUILDING ' DATECLOSED OUT AS:SO:C.IATION PLAN NO. AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 PHEASANT MODEL COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).........................................._....................... .................................................110 mph Q Wind Exposure Category.................................................................. ................. .B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds.8 in 12 slope shall be considered a story)...... 2 stories <_2 stories Q Roof Pitch ..........................................................................(Fig 2) ..................................................12<_ 12:12 Q MeanRoof Height .....................................................................(Fig 2).................................:..........:......16 ft <_33' Q BuildingWidth,W...............................................................(Fig 3)...................................................24 ft <_80' Q Building Length, L .............................. ...............................(Fig 3)...................................................48 ft :5 80' Q Building Aspect Ratio(L/UV) ...............................................(Fig 4)....................................................2.0 <_3:1. Q Nominal Height of Tallest Opening2 ......................................... (Fig )..........:....................................... ; » 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)............................... Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete........................................................................................................ Q ConcreteMasonry.................................................................... ................................................................. N/A 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..........................................(Table 4)................................................... 28 in. Q Bolt Spacing from end/joint of plate ............................(Fig 5).........................................12 in.s 6"—12" Q Bolt Embedment—concrete..........................................(Fig 5)..................................................7 in.>7" [� Bolt Embedment—masonry......... ...............................(Fig 5)............................................ in.>_ 15" N/A Plate Washer...............................................................(Fig 5).............. ..............................?3"x 3"x'/4' Q 3.1 FLOORS Floor framing member spans checked ..............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6).......................... < ........................_ft_12' N/A Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................—ft :5 d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... ft <—d N/A Floor Bracing at Endwalls...................................................(Fig 9)...................................................... [� Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)..........................3/4 in. Q Floor Sheathing Fastening..................................................(Table 2)...........8 d nails at 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 l AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 530.1.2.1.1)1 4.2 EXTERIOR WALLS' 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 WSPAttic 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)..:...........................I................................ 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 ............................................I...........(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.s 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"<_6,8„ Q SheathingType..............................................(note 4).........................................................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)......................................................71% Q 5%Additional Sheathing for Wall with Opening >68"(Design Concepts)..................... Q Maximum Building Dimension, L Nominal Height of Tallest Opening?.............. ....................................................... 68" Q SheathingType..............................................(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).......................... .............................4 Q 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<_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............................................(Table 2).......::.....................................:............8d Q TF HE PHEASANT MODEL-COTUIT MEADOWS MEET_S_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 I AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7s0 CMR 5301.2.1.1)1 -WHEN THIS EDGE REM ON FMMING USE 8d NAU ATfib.c. __ 11 ,I 11 1 it 11 11 r ' 17 11 II 11 .. 11 11 11 it 11 11 11 11 I � 1 t 11 11 N 1 1l � 11 1I Q 1 11 Q ii �1 to , 1 11 py .I x II � ii ii 5 1 11 d I� it 1 p u t 1 tW„ la e II el 11 II ISLE EDGE `-- 1� MAILSPACWG PANEL_ � L v`. 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 (7s0 CM 5301.2.1.1)1 a R4 y / + I F� 1 + � 1 � u m RArg I... ®4 �I I1 ' FINGMEMSERS i + EDGE 1 Z �ll O STAGGERED. 3"MIN NAIL PATTERN PANEL PAfIIEL EDGE DOUE LE MAIL EDGE SPAMG DETAL Detail Vertical and Horizontal Nailing .for Panel Attachment 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 08/01/16 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 09/01/16 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 10/01/16 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 07/01/16 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 07/01/16 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 10/01/16 Chaves, Robert 508-362-9929 08/13/04 08/13/12 12/17/04 11/01/16 Christopher Costa&Associates, Inc. 01/22/08 08/27/12 02/06/07 12/01/16 Coy's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/04 08/01/16 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 08/01/16 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 09/01/16 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 10/01/16 Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 12/01/16 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 11/01/16 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 11/01/16 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 10/01/16 Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08 09/01/16 1 f `3 Massachusetts -Department of Public Safety Board of Building Degulations and Standards Construction Supervisor License; CS-005645 BRAN T DACEYr= PO BOX95 ' f 7 - - fld CENTERVILLE-MA 02632 912, Expiration Commissioner 04/19/2016 4. L Dquar tment o,f'Industr°ial Accidents Office aJ�'Inves €gatiar�s 600 Mashinglors Street Boston, {�.(1��A/0�2I/{11 ia Workers CGmpeD.sedon Insurance Ai'ldaidt: B -ldeg-s/Contractors/Electilelan-s/Flumbel s AppUeant Information Please Mat Lei � Name (Business/Organization/Iudividuai): "� � = E /b��`f(�7 ,/ C F Address: . '' City/State/Zip: f�P V/, 101F 0'�' . --t2, Phone#-: '�t�;-I ,�. �a 00 Are you an employer?OheCk the-appr6priate pc .- Type of project(required): 1.❑ I amp a e=Floy e with 4. ETI am a general contractor and I 6. � New construction. employees (full and/or p art-Time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet.t 8• ❑Remodeling ship and have.to employees These sub-contractors have 8. ❑Demolition working for me in any cap achy. workers' comp.insurance. 9. ❑Building addition [No v,Torkers' comp.insurance 5. ❑ We are a corporation and its required,] officers have exercised t'neir 10.❑Electrical repairs or additions 3.❑ I airy a homeowner doing all-,wrk' right of exemption per MGL 11.❑ Plumbing repairs or additions myself [No workers' camp. c. 152, §1(4);and we have no 12:❑Roof repairs insurance requiredd..]t employees.-[No uTorkers' comp.insurancerequired.] 13.❑ Other *Any applicant that checks boi#1 must also fll out the section below showing their workers'compensation policyinformatiou Homeowners who•submit f s affidavit indicating they are doing all work and theri hire outside bontract6rs must submit a new affidavit indicating such. *Contractors that check this box must attached an additional'sheet showing the name of the sub-contractors and their workers'comp.policy information. ' E8772 an ET7-1plEIyEr that ES iYaVbe LTtia 1VQ'r'IsE7Sl CtIflZpensf don 17ssurance for'Tny EFFi I'�O��BES. �3ezolp L3 thap-OZICY alf jEr'b si!C LPLfr07 rYEEFiLDYf. ; Insurance Company Name: �f) Policy#or Self-iris.Lic.#:_ ��7�j��(Q��j _ Expiration Date: lob Site Address: � `�, {t�l r City/State/Zip: l y E u MA Attach a copy of the workers' compensation polley declaration pFage(sha?gig the p 6li€y number and expir;atiGn date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition•of.criminal penaldes of a �m up to$1,500.00 and/or one-year mprisonment; as well as civil penalties in the foim of a STOP WORK ORDER and a fine; of up to$256.0 G. a day.against the violator. RP advised that-a copy of this statem zt imy be foruTarded to the Office of Investigations•ofthe DIA for insvran.ce coverage verification. I do,hereby cer 6yJ arrder•ike pains andp•enal f en o fge.�c�r�rX��t�'ie rr��r rrxa;recta pr°owia'ed cel�o�re i.��°rye�tzd Carr°e> t �i�.ature: i Date: Phone 1 o40 1 c c?l use anly. Do not-wrPM tit ihfs area,rya be!caritppleted Orly city or•runi-n o;�fclat (City or Tawm: PeYmii cease Y Issb�ing Authority (dr ele ode): 1.Board of Health 2.1 mIding Department 3. CitTITe,Nva Clerk. 4.Elea-xical Inspector 5.211t nb aglnsp-eetox 6.Other canta:et Person: l hone I 4 � Tdivn of Barnstable. Regulatory Ser-Wees ' Thomas F.Geller,Director Building Dz-vfsi.©n Ton Ferry, Building Commissioner 200 Main Street, Hyanais,MA 02601 I �'j�.town•barnstable.ma.us fEce: 508-862-4038 Fax: 50.8-790-6230 Prop cA7 OvmC' r Must CoMplete and Siorn This Section. If Using ABuil&r I, t All , ds OVOser of the subject property hereby authozize ,a- " l to act on my behalf, in all matters relative to.wor authonzed by this b�cLg permit application for: , (Acich"ess of-fob) Signa e f 0-1m Date r Print Name Q:FOF ri2S:Ow'NBRpERA4ISSIOld Home EnergyRating Certificate RatingN mbe g Certified Energy Rater Chris Mazzola 172 Pheasant Hill Circle Rating Date 01/06/2016 1 Cotuit, MA 02635 Rating Ordered For Bayside Builders Estimated Annual'Energy Cost Use MMBtu Cost Percent - 5 Stars Plus Heating - - 27.7 $373 21% Projected Rating HERS Index: 60 Cooling 2.3 $135 7% Hot Water 5.1 $297 16% Projected Rating: Based on Plans - Field Confirmation Required. Lights/Appliances 17.0 $995 55% General information - Photovoltaics 0.0 $ 0 0% Conditioned Area 1356 sq. ft. House Type Single-family detached Service Charges $0 0% Conditioned Volume 10987 cubic ft. Foundation Unconditioned basement Total 52.0 $1799 100% Bedrooms 3 CritEria Mechanical Systems Features This home meets or exceeds the minimum criteria for the following: Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. 2012 International Energy Conservation Code Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Water Heating: Heat pump, Electric, 2.35 EF, 50.0 Gala Duct Leakage to Outside 53.0o CFM25. Ventilation System Exhaust Only: 44 cfm, 6.0 watts. Programmable Thermostat Heat=No; Cool=No Building She'll 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 Walls R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 Energy Raters of Massachusettes Foundation Walls R-0.0 Method Blower door test 180 State Rd Suite 2 Upper Lights and;Ap 508 833 3100 plidnce-Features Sagamore Beach MA o2562 Percent Interior Lighting 100.00 Range/Oven Fuel Electric info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator (kWh/yr) 691.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. TempParcelEdit Page 1 of 1 P11��' y 2 Logged In As: Wednesday,January 16 2008 Frank Schlegel New Par Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 018 Street Number: 172 Unit Dev Lot LOT 18 - r . ............,I - Road Name: ]PHEASANT HILL CIRCLE T/R Sec. Road: T/R villlage: 07 - Cotuit Part of M/P: MAP 002 PCL 002 ' ..... _....___ ............m............ ..... .._...I Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: Update., jaDelet f�dd Anothe http://lssgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 C f3) Foundation Certification in Barnstable, MA Prepared For : 172 Pheasant HillCircle (co tuit• Meadows Subdivision of Barnstable. Assessors Map: 002 Parcel: 002-018 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 MA 02601 Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Hyannis, Page 158 Phone - (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 ®. Deed Book 22249 Page 282 Scale 1" = 20' 03-07-2016 Job Number: 2005-214 00 M \ 0 z N/F TOWN OF MASHPEE MASHPEE PARCEL ID: 046-063 N83'30'42"E N 86.24 I' OISIA 0 N.s+.auomewnm. � ays®.gym s m 0 T ' ' V , , �! N/F KEVIN W. & MARGIE'`L. JACKSON W l i I e i r r f�t, DEED BK. 28980 PG. 257 LOT 18 PARCEL ID: 002-002-017 310 -fav ,j,0 jA0j8,804± S:F.. ' 0.20f ACRES 2 ` 18.5 J �! 16.3 26.5 #172 N EXISTING FOUNDATION c LOCATED: 03-03-16 ` 0 C N N J N/F COTUIT EQUITABLE HOUSING, LLC zo 3 t O DEED BK. 21804 PG. 41 of PARCEL ID: 002-002-019 N J N 90 S83 37'13" PHEASANT MILL CIRCLE v .Wool ` 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 TOWN OF OF 1 BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO qc PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A SMANF_ SPECIAL FLOOD HAZARD AREA: o kq o MALLON cry THIS PLAN IS NOT TO BE RECOR D NOR IS IT.TO BE USED TO ESTABLISH PROPERTY LINES. v No 46687 REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE t Sur GENERAL NOTES:- 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION CONSTRUCTION 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). 00 SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE a WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED Z HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10).' SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS." VEGETATED 12" DEEP SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER RAIN GARDEN (250 1, 2006 'TRIORITY HABITATS OF RARE SPECIES' FOR SPECIES C.F. STORAGE) UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, TOP-61.0/ ----- 6a- - REGULATIONS (321 CMR10) BOTTOM-60.0 3042"E SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER x61.o y E (1- ) x 6' DEEP RECHARGE PROTECTION AREA \ 10 - o �'' 60.5 ING BASIN W \� !� 10, 5Q'FBACK INE x R OUNDIN ALTERNATE E I VOLUME OF 289 . \ ` 60.0 x I 60.50 C ) NECJ1.6LL ROOF CONSTRUCTION NOTES., Db OUTSXTO LEACHING t 61 i B N 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE t SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED LOT 18 � m ��2 t o 60. x , t 8,8 "62 ^1 6t o 61.0 s .5 62.75 6/25/07, SHALL. HEREBY APPLY TO THIS SITE PLAN. Of ACRES ` 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM LOT 17 _._.r THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, Q I' i DATED 6/25/07, SHALL. HEREBY APPLY TO THIS SITE PLAN. m t: , 61.b 3. SEWER BUILDING CONNECTIONS: DES x x - MIN. COVER SHALL BE 3 FT. t 02� .25 61.5' 61.5 - SET CLFaW0UT5 AND MAINTAIN CLEARANCE FROM OTHER UTILITIES t 83.25 26.3 AS REQUIRED BY BARNSTABLE DPW. 61.50 #172 GARAGE [� 19.11 . t t - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.t X N PROPOSE6D5 � SLAB• o 81.50 61.9 6 .5 k 3.5 64.09 LOT 19 0 1 .1' +o- MIN. N x � .59 5 I INV.= 14.0, 64.0 1 N I 63.25 57.78 4as _ 81 X°a '6-- _63.4~ 63.4 � \ , Cotuit Meadows Subdivision I 20' SETB K LINE y��': r.0 $ 83.0 /[ o yob x - Cotult•Barnstable, Massachusetts SMH 020 ' - 3.0 S N � • ----- G INV OUT-57.45 63.5x R8 CLEAN 3 - G T -~ 63.50 G � � OUT sG COTUIT EQUITABLE HOUSING, LLC w STOP �,..,. _________ G x 63""}75- __------- w / w --____ - w `� 0 �W 13 INV IN255.0 �� P, 0. BOX 95 ..•••._G ��-� w��_-6- - �W w, .59 pvc s=� ��aR J._- S --- 7 ._. �--� w CLE 0 + � S �-- - � � Centerville, MA 02832 w 1 � - i w T �1LL C -- TmE S _ __s--- t-�`- E/DC site Plan `_ 5 � ___ /�C �__._ E�DC Lot 18 . 172 Pheasant Hill Circle s __________ E/O C p C ---- E�a C ----------._- p ""' --'--- \\ �`0 L�I+I~ SPACE��� BAXTER NYE ENGINEERING & SURVEYING 71-C x LOT 81 .� ��, „� _ J Registered Professional 65.0 LO � Engineers and Land Surveyors 4 erg\,OF A44 78 North Street,3rd Floor,Hyannis,MA 02601 sr�ANE o Phone-(508)771-7502 Fax-(508)771-762 CNk �o M. 140.43tS3 0 MALL®N � ��Q/StE ANo. ss7� 20 0 20 40 S/ONALmmow ��+a SUI�'W�' SCALE IN FEET �. SCALE: 1" = 20' DATE. 01-27-16 REV. DATE. REMARKS Ox LOT 1s 0,4 DRAWING NUMBER � IIII�,, 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw el& 2005 214