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0236 PINE RIDGE ROAD
a3 /a f ��`: p r._ � _ _- --.��.�_ �_ '� I i Town of Barnstableci �r " 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: B-17-455 Date Recieved: 2/21/2017 Job Location: 236 PINE RIDGE ROAD,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: SCOTT,HENRY C&NATHALIE D Phone: (508)945-1100 (Home)Owner's Address: 7 HILL STREET, SHREWSBURY,MA 01545 Work Description: New construction duct work Total Value Of Work To Be Performed: $5,000.00 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: Eric Whiteley 2/21/2017 (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 Total Permit Fee: $85.00 2/21/2017 $85.00 XXXX-}XXX XXXX- Credit Card 2793 Total Permit Fee Paid: $85.00 :::S t;."'"'c� t'cyk '�y,. c» z.�' "•� fs'v3�7 'i, � is , �»,�, ,��. � .�..., ..,>r..� ,��°.asp ." .�,•; .. � .�, a �,.� _ N... ` ,~ Town of Barnstable Building Department-200 Main Street 9 Hyannis, MA 02601 ... ... Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-16-3153 CO Issue Date: 5/31/2017 Parcel ID: 019-004-003 Zoning Classification: RF Location:"236 PINE RIDGE ROAD, COTUIT ' Proposed Use: Gen Contractor: BRIAN T DACEY Permit Type: Residential- Land Comments: Single Family Home 4 Bedroom 3 Bath Ranch Style Home 5/31/17 Building Official Date: i V� l Jerry 5fi. :Z3le`Pw4./` 1�4 a caTKt MA (Vi,IP iNSTALLEJ BUILDi:NG PRODUCTS -SAG BEACH,NIA 0`562 INSlJ121TiON CERTIFIC�,}.ION-PE)t 1ECC 303.1- BATT INSUI-ATIOpt Exterior walls: Type: >!f __ ---• -_.__:�. lY�a�a�frct.�rer: 4lrvQ1►24 �Ai • u R2 Value:2 Exterior tva!Is A t?er)1� b 7m TYpe:_-/, --___ - ---- ManUfaCture;:��h1� . -. P,-Value: ZO Interior Walls/S`air•well: -- Type: Basement Ceiling; _- Type: �lD. ___��?:'Ufe:CiUrFr: 6W`L/uQ R Value: :3a_ Flat Ceilings: TYpe; Sloped C_'eilinos, Type: $LG',AIN— NSLIAT!JN FIBERGLASS Qf rjLi1LC?SEI Exterior wailsi i Type': Settled Thickness; ---- Instalied thickness: Settled R value; Installed dcrsity: COverage Area; - _Nun;ber of Bags Flat:CF' TYpe. / S �tnar,ur'ac;ture:�. sW�iy9 Settled Thickn - insta;ied thickness: e55: ..►.tS Settled F3 d flue: coverage Area: -t •O—✓ nstai ed gpn5ity: -- - Nun-qer of Baps: �• I Slobeci Ceilinj _ I TYGe' r v I JfaCiU ..r, ! Se elE d Thii'.n p ---- Installers ti�icknes5:Ja I __.S; ,tlPd P,-V lue . 3. y -- Coverage rea ;e/ n,t.al, d density: ld k�6 N ,maFr of rjags'�/o �_ --- Fo,�•t AP rs"ta e ,8uildinG rodu p to --- / -- ct Home Energy Rating Certificate Property HERS Bayside Builders Rating Type: Confirmed Certified Energy Rater: Chris Mazzola 236 Pine Ridge Rating Date: 05/25/2017 Rating Number: 33345 j Cotuit, MA 02635 �r Registry ID: 111690518 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 64 Heating 54.1 $801 41% General information Cooling 1.5 $81 4% Conditioned Area 2056 sq. ft. House Type Single-family detached Hot Water 9.9 $126 6% Conditioned Volume 19219 cubic ft. Foundation Unconditioned basement Lights/Appliances 17.8 $962 49% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $0 0% Mechanical Systems Features Total 83.3 $1970 1O0% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Cooling: Air conditioner;Electric, 14.0 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 72.00 CFM25. 2009 International Energy Conservation Code Ventilation System Exhaust Only: 91 cfm, 23.0 watts. 2012 International Energy Conservation Code Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-33.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-36.0 Window Type U-Value: 0.300, SHGC: 0.310 Above Grade Walls R-21.0 Infiltration Rate Htg: 816 Clg: 816 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 Electric Sagamore Beach, Ma 02562 Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 508-833-3100 Refrigerator (kWh/yr) 600 Clothes Dryer EF 3.01 Info@energycodehelp.com Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 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. Bowers, Edwin From: Chief Christopher Olsen <colsen@cotuitfire.org> Sent: Thursday,June 01, 2017 11:19 AM To: Bowers, Edwin Subject: 236 Pine Ridge E � Hi Ed, I believe this department had an inspection on May 24, 2017 at 236 pine Ridge Road. Passed at the time of inspection. Hope this helps. Thanks, Christopher J.Olsen, Fire Chief Cotuit Fire Department PO Box 1632 Cotuit, MA 026M colsen@cotuitfire.or� , . s S I ° 1 F m _ 00 . . LOT 81 f 48,078 SF 1,1 AC.... O 0Q. �;� lk1 g tQ GONG. FNDN: TF =:40.85 _. AS BUILT FOUNDATION PLAN AGE #1 s-28s PREPARED EXCLUSIVELY 'FOR THE -PURPOSE OF :OBTAINING: A BUILDING PERMIT, NOT FOR ANY OTHER USE 236 PINE RIDGE:ROAD LOCATION i PREPARED FOR: COTUIT,MASS. BAYS IJ D ING,.INC SCALE 1" _ `.50' DATE- ; 11.28-2016 o DANI—- REFERENCE : ASSESS.MAP 19 PCL.4-3 ' k 0 HEREBY CERTIFY THAT'THE STRUCTURE r7o aooso, SHOWN ON THIS PLAN IS LOCATED ON THE t GROUND AS SHOWN HEREON. 9NQSURVEy�¢ r tax 608 382-9880 .. +.•_ down cape engineering, inc. + ` ` r ClV1L ENGINEERS _ (, LAND SURVEYORS 939 Mon street Y,4aMourHaoRr, ;Mass DATE' REG.: LAND SURVEYOR' V TOWN OF BARNSTABLE BUILDING-PERMIT APPLICATION 9MA,(`I eCY BA /ri N BUILDING DEPT. 2 _ Map Parcel 60y- OU?j Application # J Health Division OCT 2 2016 Date Issued. Conservation Division TOWN OF BAtRNSTABLE Application Fee Planning Dept. Permit Fee /o2 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 3AdAg Village ( 06� Owner Address Telephone — �v Permit Request 5iuciQ G►n 2 ` Square feet: 1 st floor: existing proposed =_2nd floor: existing proposed Total new Zoning District r Flood Plain X_Groundwater Overlay Project Valuation Construction Type 1")daj� -- Lot SizeT. a Greg Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ®.No On Old King's Highway: ❑Yes W No Basement Type: [&Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) J Basement Unfinished Area (sq.ft) Number of Baths: Full: existing VP new Half: existing new Number of Bedrooms: existing q new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: S(Gas ❑ Oil ❑ Electric ❑ Other Central Air: CdYes ❑ 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: aim Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Y`e� ❑ No If yes, site plan review# _ Current Use Proposed Use 11641J4Alaow APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number 7&to46 Address License# Home Improvement Contractor# Email0Ad,6?1.6x4--,ta[L6JAtV\A- r0n Worker's Compensation # ALL CONSTRUCTION DE S RESULTING FA THIS PROJECT WILL BETAKEN TO urrC SIGNATURE DATE ! y/2�ll 9 t FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME A Mill Al of INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL y PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING a a'�,R }1 (3- K DATE CLOSED OUT ASSOCIATION PLAN NO. r °F THE Tou_ W PROPERTY INFORMATION 16.39. Town of Barnstable, MA Property Information: Owner Name: GOLDMAN, LILLIAN S ESTATE OF Address: 236 PINE RIDGE ROAD, COTUIT Parcel ID: 653 Zoning: RF Property Use: 1300 Taxes are Due: Please consult the Tax Office before applying for this permit . Town Hall 367 Main Street, Hyannis, MA 8:30 am - 4:30 pm 508-862-4054 t r AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone . Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' 236 PINE RIDGE ROAD COTUIT, MA 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 :5 2 stories Q RoofPitch ....................................................,....................(Fig 2) .............:........................ ..............8:5 12:12 Q Mean Roof Height ..................................... ..............................(Fig 2)...................................................16 ft <_33' Q Building Width,W...............................................................(Fig 3)....................................................46 ft s 80' Q Building Length, L .....................................................:........(Fig 3)..........................I..........................74 ft <_80' Q BuildingAspect Ratio L/W .................::.......1.75 <_3:1 Q P ( ) ...............................................(Fig 4).::.................. 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 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 ...............I.........................:.(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. a 7" Q Bolt Embedment-masonry.........................................(Fig 5)............................................ in.,>-15" N/A Plate Washer...............................................................(Fig 5)............:..................................>_3"x 3"x'/<" 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 :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).................................................................... Q Floor Sheathing Type ...........::...........:..............................(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 Q 4.1 WALLS Wall Height Loadbearing walls....:...................................................(Fig 10 and Table 5)...............................8 ft :5.10' 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,:5 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)' 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)...............................................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)................... 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'r8"<_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..... ...................... ........(Table 10).................................... ..........:,.12 in. Q Shear Connection(no. of 16d common nails)(Table 10)....................... Percent Full-Height Sheathing........i..............(Table 10)......................................................34% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)........::........... Q Maximum Building Dimension, L Nominal Height of Tallest Opening2.:...........................:....:.............:.....................6'-8"5 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).....:................. ....................................4 Q Percent Full-Height Sheathing.......................(Table 11)...................:.................................. 13% 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 10 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= Of 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 . Roof Sheathing Fastening........ ...................................(Table 2)...........................................................8d. Q i236 PINE RIDGE ROAD MEETS THE CHECKLIST IN ITS ENTIRETY, THEREFORE THE FOLLOWING NOTE r PPLIES: 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 t w AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 53O1.2.1.1)1 -MEN THis EDGE RESTS ON FifAMING WE&!NAILS AT6b.c. ------------- it - 11 11 1.1 - 11 It IF V 11 Il 1 ,CCIs I 41 r it I l to II 11 If 1 IL li 11 � 1 Ij 41 II 11 I1 rr n n 1 u r ! WJ- n rl 1I U- - WUME L' E NAILSPACp+IG PAI(I - I V 1 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)1 Q - 6ZF 1 1 aj 1 1 1 u � a Cia I li FRAM R$ING MEMBE ® i I EDGE RITERMEDIATE 1 I -- - 1 STAGGERED 3"MNL ?AWL PAMN PANEL PA1�EL EDGE DOUBLE NAIL EDGE SPACING DEfAL Detail Vertical and Horizontal Nailing for Panel Attachment • JOB • SHEET NO. F TAYLOR DESIGN iLL CALCULATED BY ems -- �t CHECKED BY �3 1�iva� tvoGst✓ prp coTvtT M .SCALE ......... ..:.. .....: .. .......... ....... .............. ................ ... .. __ �. 1. ..�► 00.. .. o ...�p�..�r. .............. ...... ... ..... It .. _. 5-teas,c,-r -.,v.•-..,r„E,2.�.. -b;- .oQ..Ps SNt+,� .... . t _ . + ._�o7t.Qa,nsl•T 4a�,,m®� P_ . .. .. `_ Z. CZ . ..... . ............ ...- t4•�4Z �' 4a . • ...... g� ... G . 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Y . 5©c..c-a f3Rc� c. t� -�, c7 ..... Or • w 1 _ZxtZ' 7_ 8 ... ..> ? . ` . K t 3r� k 4.l 7!8 .;c_�s 9 _. 10 �c- . .. .... . ................. .... •s.... 4.1 ot< asp Lz f ocnni irr�ne.i icy.cnook��M-�iv�mn� JOB J Q.41 T't t 4 SHEET NO. OF TAYIOR DESIGN CALCULATED BY��rT DATE CHECKED BY DATE s P R ,1 ... � ... ( .......... .. . �-t t ,o�p e�rl,S . _ 3 "�.1�t,Zs .�►.; . . ... ;_Z.x 1 a>_Co I cw_.c►,t:'.. _ t�' a S o '�' ... . . T"�Aa ►o , G,pt __.. . g pec .:... c.F++�.._... Z . .. ..... pp _ ... �. ?a �;l %ZCi ' 4j.... Est' l �j/4td_'14L.uc .$. /,.. . _.... ... '" t 4._�� ....3 S _ - .i�i. .. "7._SG_Z t' 3 3 t. -r._ .'--� _. . .....�sc � �. . el , it G . . ... -xt . S 1Z OG. � .. .►All ' .. .. c �.t. Zrira PRODUCT 204-1(Sinale Shoot)20S1 IPaWl JOB SHEET NO. `7 OF w� TAYLOR DESIGN c- CALCULATED BY GrIr DATE L& CHECKED BY DATE SCALE It 0 _.:L-dam.-�-a._.._ i�2A ....._�. _' � ...... .Z- ...A ' __. . _._ .... .. ............. ( .t. t. _ C7/O,r/t.A�C�? ._ ._ L4 .... _... .... L' z t� � z . .1` . L .... Z�4 1 Q ._. ..C_©. .P 3 .. �/ low s _. .. .. �1! sv,ti►.t�t�T�o,�i ..W F1-+-C.S 1 Z.1.. .... .. ...... ;. ................................_ C.14.5' f�Cf 3..... ..... ... . .. _. u:. 1 TOIts- 7o C�z) .. _._ .. t;3•� z_ T- - 7g w'�` 'r u ....... .... C0111111IT MU_t IC'vm6 U`Wel MK_1 IOaAMif ' Liberty The Ohio.Casualty Insurance Company Mutual. 62 Maple Avenue, Keene, New Hampshire 03431 SURETY BOND Bond#601111609 KNOW ALL MEN BY THESE PRESENTS:That we Bayside Building Company, Inc. PO Box 95 Centerville MA 02632 Street Address City State ZIP Code (Full Name[top line]and Address[bottom line]of Principal) (hereinaffter.called the Principal)as Principal,and, The Ohio Casualty Insurance Company with principal offices at Keene,New Hampshire(hereinafter called the Surety)as Surety,are held and firmly bound unto Town of Barnstable 200 Main Street Hyannis MA 02601 Street Address City State ZIP Code (Full Name[top line]and Address[bottom line]of Obligee) (hereinafter called the Obligee),in the penal sum of Six Hundred Eighty Dollars and 00/100 (Dollars)$ 680.00 for the payment of which well and truly to made, we do hereby bind ourselves, our heirs. executors, administrators, successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has made or is about to make application to the Obligee for a License to Construct a Single Family Home at 236 Pine Ridge Road Cotuit, MA 02635. 170'frontage. for a term beginning on October 19, 2016 and ending on*October 19, 2017 (*strike out if license or permit is for an indefinite term) NOW, THEREFORE, if the Principal shall indemnify the Obligee against any loss directly arising by reason of failure of said Principal to comply with the laws or ordinances under which said license or permit is granted, or any lawful rules or regulations pertaining thereto,then this obligation shall be void;otherwise to remain in full force and effect. -- PROVIDED,HOWEVER,AND UPON THE FOLLOWING EXPRESS CONDITIONS: 1. This bond shall be and remain in full force during the term of said license or permit unless canceled in accordance with paragraph 2 below;but if said license or permit was issued for a specific term,and is renewed for one or more specific terms,this bond will be extended to cover.such additional term(s) upon the execution by the Surety of a Continuation Certificate,provided such certificate is acceptable to the Obligee. In no event, however, shall the liability of the Surety be cumulative from year to year or from period to period,nor exceed the penal sum written in this first paragraph of this bond. 2. The Surety shall have the right to terminate its liability by notifying the Obligee in writing ten (10) days in advance of its intention to do so. SIGNED,SEALED AND DATED October 19, 2016 Bayside Building pany, Inc. By: T e io Casua ty surance Company B : Y Martha A. Kenney,Attorney-In-Fact S-3853 License or Permit Bond (Unnumbered) w POWER OF ATTORNEY The Ohio Casualty Insurance Company Bond Number:601111609 Principal:Bayside Building Company, Inc. Agency Name:DOWLING&O'NEIL INSURANCE AGENCY Obligee:Town of Barnstable Agent Code:200226 Know All Men by These Presents:That The Ohio Casualty Insurance Company,pursuant to the authority granted by Article IV,Section 12 of the Code of Regulations and By-Laws of The Ohio Casualty Insurance Company,do hereby nominate,constitute and appoint:Kelly C.Bolton,Martha A.Kenney,Robert W.Miller,Mark McCartin,Nancy Soule,Joanne R.Sullivan,Emily Montgomery,Tina Boulos,Constance Boulos of Hyannis,Massachusetts its true and lawful agent(s)and attomey(ies)-in-fact,to make,execute, seal and deliver for and on its behalf as surety,and as its act and deed any and all BONDS,UNDERTAKINGS,and RECOGNIZANCES,excluding,however,any bond(s)or undertaking(s)guaranteeing the payment of notes and interest thereon. And the execution of such bonds or undertakings in pursuance of these presents,shall be as binding upon said Company,as fully and amply,to all intents and purposes,as if they had been duly exe�uted-and acknowledged by the regularly elected officers of said Company at their administrative offices in Keene,New Hampshire,in their own proper pcions.The authority granted hereunder supersedes any previous authority heretofore granted the above named attomey(ies)-in-fact. In WITNESS WHEREOF,the undersigned officer of the said The Ohio Casualty Insurance Company has hereunto subscribed his name and affixed the Corporate Seal of said Company this 26th day of September,2016. �tY INS& yJ 4o*tpoR4r Z Qr `�om 021919 � 0 /� r *PStiaaa� David M.Carey,Assistant Secretary STATE OF PENNSYLVANIA COUNTY OF MONTGOMERY On this 26th day of September,2016 before the subscriber,a Notary Public of the State of Pennsylvania,in and for the County of Montgomery,duly commissioned and qualified, came David M.Carey,Assistant Secretary of The Ohio Casualty Insurance Company,to me personally known to be the individual and officer described in,and who executed the preceding instrument,and he acknowledged the execution of the same,and being by me duly sworn deposes and says that he is the officer of the Company aforesaid,and that the seat affixed to the preceding instrument is the Corporate Seal of said Company,and the said Corporate Seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal at the City of King of Prussia, State of Pennsylvania,the day and year first above written. st, PAST Q� 1poNwF F� COMMONWEALTH OF PENNSYLVANIA 41�i y Notarial Seal OF Teresa Pastella,Notary Public Upper Merion Twp.,Montgomery County My Commission Expires March 28,2017 �NSYLVA�`:G Member,Pennsylvania Association or Notaries Notary Public in and for County of Montgomery,State of Pennsylvania qqy pV6 My Commission expires March 28,2017 This power of attorney is granted under and by authority of Article IV,Section 12 of the By-Laws of The Ohio Casualty Insurance Company,extracts from which read: ARTICLE IV-Officers:Section 12.Power.of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject to such limitation as the Chairman or President may prescribe,shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bond,recognizances and other surety obligations. Such attorneys-in-fact,subject to the limitations set forth in their respective powers of attomey,shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney-in-fact under the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the following vote of the board of directors of The Ohio Casualty Insurance Company effective on the 15th day of February,2011: VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company,wherever appearing upon a certified copy of any power of attorney issued by the company in connection with surety bonds,shall be valid and binding upon the company with the same force and effect as though manually affixed. CERTIFICATE I,the undersigned Assistant Secretary of The Ohio Casualty Insurance Company,do hereby certify that the foregoing power of attorney,the referenced By-Laws of the Company and the above resolution of their Board of Directors are true and correct copies and are in full force and effect on this date. IN WITNESS WHEREOF,I have hereunto set my hand and the seal of the Company this 19 day of October 2016 �SY INS& yJ 40µPOggT 9y , 21919 � 0 s �. 1�1'1 * *� Renee C.Llewellyn,Assistant Secretary Affidavit of Substantial Financial Interest I, �n c of &JJtv1A , on oath depose and state as fo n/s: 1. 1 am an applicant for a building permit for the prop y loc J at Ma , Parcel y-3 The address of the property is , 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is LOMA , the following individuals or entities have had a 1% or greater legal`or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 7- pill YPI 5tiw-36 , ► ,* 4. Within the last twelve months, from today's date, which is ZS , I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal o equitable interest. 6. Within the last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month,.I have submitted 0- building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received 4 building permits for property in which I have a 1% legal or equitable interest. r �r Signed under the pains and penalties of er' , this J day of , g P P p U II'V 2001-0050/affin 1 O/LOTTERY/AFFIDAVIT j Massachusetts Department of Public Safety j Board of Building Regulations and Standards License: CS-005645 Construction Supervisor BRIAN T DACEV _ PO BOX 95 1J j1111���� ,r CENTERVILLE MA 02632 Expiration: Commissioner 04/19/2018 1 i Construction Supervisor Restricted to: Y; Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of t enclosed space. 4; i i' Failure to possess a current edition of the Massachusetts l State Building Code is cause for revocation of this license. DPS Licensing information visit: WVVW.MASS.GOV/DPS 1 Offee of-Erzve gadans.. .: 600 TYashingwri Street =•b l rf T,v.rnass go v1d!a Workers' Compensat€on Insurance A daidtp _ p-p-Heant Womation Please Piet Le l =e(Business/Orgaviza-onadividual): .A[I rp-ss: R, f < city/StatelGgp: ,clll;-,�VI, z01 &3_�z, Phone 1#1 '��'� ,�� �� 00 Are you an employei?Checl£the-appraprzatebc�..` Type of project(required): 1.❑ I amL a eluploy., with 4. [ I am a general contractor and I 6. [ New const u ction . employees (full and/or pait fune). have hired the sub-contractors 2.❑ I am a sole proprietor or partaer- listed on the atta.dhed sheet.T � ❑Remodeling ship and have ho employees These sub-cozltractom have 8. ❑Demolition -wozking for me in any capacity. workers' comp.insurance. g• ❑Building addition [go workers' comp,insurance 5. ❑ We area corporation and its required•] officers have exercised their10.❑Electacalrepairs or additions 3.❑ I a n a homeowner doing all work' right of exemption per MGL 11.❑ Plumbing repairs or additions E,.,.ysel£[No wa,-Imis' comp. c. 152,§1(4);and we have no 12:❑Roofrepairs insurance required..]i employees. [ To workers, 13.0 Other comp.insurance required_] *Amy applicant that checks boi#1 must also M out the section below showing their workers'compensation policyinib=nation: j affidavit indicating they are doing all work and then hue outside'contractors m st submit anew affidavit indicating such tCont-actois that checkrlris box must attached an additional sheet showing the name of the sub-contiaotors andtheir workers'comp.policy infonzation. I earn=employer that isPravidingwarheTs'eOMgerzsatia7-1 iaxszctaNeejQr ray er.7t�rdaylees Be1ov is t/repoZiey¢radjab sl`e Insurance Company Name: Policy#or Self-ins.Lic.#:_ 6 Expiration Date: lob Site,.ddress: Czty/State/Zip: ro AL+ . I ' Attach a copy€rf the iv arlters'camlrerssatio>r g�rlidy : eclaratiQ page(shQ'W'Mgtt e pehey nun�er<and expixatia;a.date). Failuie to secure coverage as required imder Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a one up to$1,500.00 sn8/or one-year nnpriscnmeut as we11 as civil penalties in the form of a STOP WORK ORDER and a fin e of-ap to$250.0 D. a day,against tfie,6olatcoL 3;adYized that•a copy o f this statetv.cent may be,foriXwded to-the,Office of Investigations•ofiheDIA for insurance coverage v(=,ritication. I do;hereby der the pains and payraWd es of`pe:YiLry ihat fiw rr�famzrrduu prFa.ided r'cave is iF-e h7zd corr•ee Stature: ham`-' Date: ��LS Ph4 e]T. 4�w6oD Off,E crl use Only. Do not v ive hi This area,,to be cmrrffleted by city err°ru vn offli-ci City car Tawm: PermWUcense 7 ls,&Wng Authorky (Circle one:): I-}ward of Health I Bu lairla Departs ent 3• C t-ylTo%u Oerk 44.Elea--ilu:l I spe€.tor- S.plumbing ec:ta C.Other Contact e son: Phone tl: I 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 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 10/12/08 063/01/17 Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08 05/01/17 1 - 1 Town of Barnstable. a Reg tort'Services " SAMMMIN 11mmu B.Ge12er Mactor BuRdIngMyWon Tom Perry, Eadfug Cormnfssfoner k ( 2()0 Mu►Vie, Hy=bia►MA 02601 ( w-fown.bsrnsdabl'e mR.us 3f iew. 508462-4038 � fax! SOs-790-6230 i Propetty Own6r Must Complete and Sign This Section . If Usm" g A Builder I,•• �nr'� `�c.o�, 3,r - ,asOwn�roftbesubjectproperi)* A } rebpauthorize aY s + e $ .' t ,n h e - to act onmybehalf, l nail rmu=rewm to WO&authorized bydhis�permit app9 awi n for, *+ - I A 3 � Pin e a,3 e a C"O Lk , M� - (.AddMs of job Ssgna D Name L n:nn�tNic 1►VAT®A �<iCCtfw e747 s y w h,:Robert T. Fowler,.' 6 of Boston (West Roxbury) Suffolk County,Massa6rusetts+ �for consideration paid,graatto StanleyB:�Goldmea.and Lillian 'S.:Goldmasi, ; husband and wife, as tenants by the entirety and'-not-as tenants*in common; both of= ,'East Bridgewater, ,baseachusetts;, with +{nCslaim sbctmtRa •.,' the land in Barnstable (Cotv.it), Barnstable County, Massachusetts, ocundad and [Dewrivdon and mcumb ncm 3f my] described-as follo::s: Four (4) certain parcels or lots of land in that part of the Village of Cotuit called Cctuit Highground, Bernstab'_e County, %.assachusetts, being lots numbered 79, 80, 81 and 82 on,a plan entitled "Plan- cf Land"plonging to Robt. 7. Fowler showing Cot-it ?ighgrcund; Bates & Chellman, Engineers, July 1, 1926". Said lots are shown on said plan as bounded as follows: Lot No. 79: Bounded NORTHERLY by Foponessett Road - - - - - 136.68 ft. EAS ERLY by lot No. 80 on said Plan 24'.76 it SOUTHERLY by Lot No. 82 1;^.Cl "s.:.d again SOUTMLY BY Lct '_' 83 .72.94 Wand Y EST tLY by Lot 'To:'7S 203.39 " , Containing 42,300 sq. ft. Lot No. 20: 301zaded MR 7-ML,Y by =cponessett ?:cad - - - - - 169.03 iUn± : EkSTF�LY +;aquoit Rcad 2°0,90 11 :V SC""=RL•Y by,Lct No. 81 i71.41 u n lIZSTL?S,Y by :,It F0. 79 21n8 76 " u Containing 44,300 sq. ft. t Lot o. 81: Bounded "_TCRT,_E?.LY by Lot Sic. 80 - - - - - - - - 171.4l ft. EASTMLY by ,-aquoit•Road 290.00 " SOU1114MMY by Fire Ridge Road '73.54 " l'IESTF.RLY by Lot F.o. 82 27n,36 u Containing 43,100 sq. ft. Lot No. 82. Bounded NORTHERLY by Lot No. 79 - - - - - - - - - 136.01 `t. EASTERLY by Lot No. 81 279.36 " S; TFERLY by Pine Ridge Road 200.00 WESTERLY by Lot No. 83,• 263,93 Containing 45,200 sq. ft. Said premises are conveyed subject to zoning laws, restrictions of record, and the following-restrictions, viz.: That no'building other than a one-family dwelling, and a barn- or garage appurtenant to a dwelling , shall be erected, ),laced or saintained on any of said lots, and every dwelling shall have a.�rrartenant thereto not less than 20,000 square feet of lt':nd . any. shall cost not less than $3500. A '.)arn or garage to bernermitted. must be apaartenant to a dwelling. All buildings shall be set back at least 40 feet from any.street line, and .shall not be nearer the side line or the rear line of the lot than'10. feet. *, Street frontage shall be not less than 100 feet. These restrictions are inserted for the benefit of Robert T. Fowler, his heirs, executors, administrators and assigns; and for the benefit of the land now owned by.said Robert T. Fowler which abuts on tr.e premises, or any part thereof; hereinabove described. For. title reference see`deed.of Geo. L. Schirmer, Trustee, to Robert T.- Fowler, dated April.14, 1926, recorded with Barnstable County-Deeds, Book 435, page 202. 947 - 65: ON wife of said grantor, release to said grantee all rights of dower and =ted and other interests therein Uthuas c^s Ands andseals. thiQ &yof7 _1956 Z94t (Iatttawni mU4 of Axom4uadts SS. t;£z. q 19 7 ' Then personally appeared the above named and aclmowledged the foregoing instrument to be ais free act and deed,before we It 7 om, i Barnstable, ss., Received.July 16, 1956, and is recorded. e+�pb0400 a ^� 1` _� �pFo600p049tooX. a QO _ „a• z« per �24 - .:48700' 6 7 �e`yo° 60000 a fo 00 61500 ;°M1µ�s/��ww 9 • \ d�. e "b. �'LJ 1PpO;� "I - LBr .Y •i'� ,i=c... �\ ee^.,e •'8 s 'ee ~ S"yw FZ� 3ti <a ID \ =`°s°ok� ter'(• ,w.00°`'�'` ! N 1b A Q�OO« 6,ik" fie^ \!A` Nea? 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OO •i3O » 12q , O < 3 -'s .''' 46:200 F' !LA5Qo tiQ23 $ f a RO. \ 100 6 to 56 2 F. pw,. $ .a Q° Yw 0 60`•• ee a�,0 ~ $7' = n.a ,••a- .2 > 1- i Soo O¢•'r.; O �1p -` 5 Q '35200 " yg.3 Q 100 O452Q0• O,0.p . OO - �" .86 _Y "4'8800's• 50 ✓. 3 511�� a, .00 An � d x wo,,, ZZo. 41000 -a _ usOc6 < t '< O. OO 5O OO N w '�. q0. 19'4"Z 00 " Y 1800 ¢ e• eo. � �° ::. ass ! • 00 � 750 900 5Z 5 375p6 5 37 2.0.0 .!o Da�` Or5 00 lot 1 93• a pp0 0.,OOA 30 i 107_. -iF " 6050O ie..: ar e� Q 60 5080.0 44500.: •«,�• '4p�r p. a t'...•,. b\ '•WgQVO�T Io799 �•$. .� s. 'L00 g Sa, 00 l05 loe — _:42g o'O i.39 +;4.4,8 33400.;a l08 440p0 , BUILDING UEP 4Q000 40000. � ..,_,,... �;: •';,5` y 398.00 _ 39700' J - a A8 200 Y Oqk o aq. O �q -43 _ OCT 312016 ,�60. •• to a g o p0 a 42900 121: m ..,... 30 t ti $ o +o.ery K.Y7�k+a. ! Y $ OOQ: ..«. 3000. 3 ; TOWN OF BARNSTABLE 114• .r +. .. • 42100= - 408 Max•!!•y .11 O `4670 0 + r122 e - a , : Q' a. f , t 1 p )OOH JS' LTR a�00 +369oo •.w.,. :°°; )gagp 00 \ OQ 00 •�. ° aoe2o 00, �. 00 pp �L�-°•° FO\.•.� r .,� l • ». 169.. R. p d 9 ' ° a - 1611 M1 O 99 pp y p 25800 )°°°° n o 4 2�` _ 6ro 170 •.`�8p0.'q' rtl 8 y o°,� ` \\�� R0,0 y 's R.G60° •`h O 'O� Q� °•)�) p o •° ��ia I��s ?v o�Oo •'°r. a520 51 6° Rp3p ...°• +` ra. O..o-` a. .e;°`` . 2 BgpO 115 )•° '\b0. i `ry i `qb )- B .-. \'l• .. A2 Apo v,.°° ".. o p 0 9 v t ,;t<,• 6 .... j6p i� 535°O 0� s ..17a M0 5p50o. ``' Vy �s 60 e )�� �D�. ...,° Z.8900 18 800 y 54,00 _ `$45 7q6 1po: o' p \ 179 ago N 18J. 56400 .": i92 'i93 i 000 r 39300E o\ J .�. ti Q. 60300 5. s 2 0 C. ° JS °74200 a%90 0 f' tiF 'wo ia9° ° 42500 ,o Bic 29731 Ps 297 030315 06-16--2416 Al 02 0 43o MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Dute: 06-16-2016 a 02:43am Ct14: 1434 Doc4: 30315 Fee= $714.78 Cons: $209r000.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 06-16-2016 a 02:43are Ctla: 1034 NCO: 30315 QUITCLAIM DEED Fee: $564.30 Cons: $209,000.00 Naomi Goldman MacLeod,a married woman,sole heir of the Estate of Lillian S. Goldman, Plymouth Probate Docket No. 05P0167-ADI of Belmont,Middlesex County,Massachusetts for consideration paid of$209,000.00 _ grants to Henry C.Scott and Nathalie D. Scott,husband and wife,as tenants by the entirety of 7 Hill Street,Shrewsbury,MA 01545 with quitclaim covenants, + A parcel 'of land situate in the Village of Cotuit, Town and County of Barnstable, Massachusetts,being Lot No. 81 on a plan entitled"Plan of Land belonging to Robt.T.Fowler showing Cotuit Highground; Bates &Chellman, Engineers,July 1, 1926". Said lot is whowa on said plan as bounded as follows: Northerly by Lot No.80,as shown on said Plan,171.41 feet; Easterly by Waquoit Road,290 feet; Southerly by Pine Ridge Road, 173.54 feet;and Westerly by Lot No.82,as shown on said Plan,279.36 feet. For Grantors'title,said Deed dated dated May 9,1956 and recorded with Barnstable Registry of Deeds in Book 947,Page 64.Also see Estate of Lillian S. Goldman,Plymouth Probate Docket No.OSP-0167-AD1 and Death Certificate recorded with Plymouth Deeds, Book 44991,Page 154. Signature page on next page. f Bk 29731 Pg298 #30315 Witness my hand and seal this day of June,2016 Naomi of an MacLeod ' l The Commonwealth of Massachusetts Suffolk,ss. June 7" ,2016 Then personally appeared the above named Naomi Goldman MacLeod,proved to me through satisfactory evidence of identification,which was her driver's license,to be the person whose name is signed on the preceding document and acknowledged to that she signed it voluntarily for its stated purpose,before me, ir 04 Notary Public i.QV`.. • My commission exp �:,VQ�M : �;.� L3: dLarns U. �� 22 • w i��, Vie•,,• ,�,. NptliHlli►ttl� _ T BARNSTABLE COUNTY , REGISTRY OF DEEDS A TRUE COPY,ATTEST JOHN F.MEADE,REGISTER BARNSTABLE REGISTRY OF DEEDS John F. Meade,Register - SMOKE O TEOTO''IS REVIEWED coo ol . BARNSTABLE BUILDING.DEPT. DATE 1-•�1 �. W_ r — FIRE DEPARTMENT DATE PERM] S J' NMI NMI h w O - - _- "`..-..-...-...._.ti... 0 IL - .. �.:.....i.-_� _�. .tea_...:_......_. •-- x-:._v.•. .. ..-.:x..-ew.r-�-_.�-'- _—_:i-........-,.,+,..�.k.._._.__..— �.. .. PH ITr § ® ® a NO IND _01_ • , a� FRONT _ ELEVATION'.: m SCALE:; 114" = 0-0" W - { kb _ A - _ = - 1>1 W C] EF .._ ._ � .__......_ _....,<..-- .�,_.u—_.---<.,.,-�-.—.arm-�-•_•-•+--`::^':C-' .•7. . "ate^•�—A lu Q a Q- -- — - - -- -- w FM JUL FM 111E. tLl � _ 1'W2g66-9 .. TW2g56 3 6mil •. . . TW2�K6 3 SHEET L---J ELEY f"'��c ` / /� F Al REAR IO _;, SCALE: / _ JOB: 1616_ DDRAE N BY�10/5/16� 0� , kn v ' ziLQ T _ - _..... - T tr f .. .-. a _ .- - 4:. in, f Z LEFT ELEVATION' p . . SCALE 1/41 = 1'-0" x - - M , , • , 0 Q v � O ` - Lu F Eff _ — _ n - i SHEET • --- L--_J R I GAT €LiVATI ON : ,On e. P2 SCALE>•1! - - JOB:':. 1616 DRAWN'BY: KW DATE: 10/5/16 k A S :7,41_Dir S1 M : 24'-6" W 15`_4° , 13'_8u 6'_2a 81-2a 4;_2u 81_On 161_6u u. J ix a co X- - T ; .. J• 'fib:. 3 z4 f _ T a si§ 24 p rA MIr. C0 Q . - ' � •�' - y s _ - +TILE w: - - Y Y , R W s- .. k' IL • BEDROOM #4 I , o . IN I b �p W.I'.G. � OAK MASTER BEDROOM I it_ OAK - L DINING C, 1 VAULTED'rGEILING. .OAK r 10-6 ® FLAT - ,- - 12'-0" CATHEDRAL CEILING 51x4' m I BUILT IN GREAT ROOM IF ;SHELVES'ABOVE •• - ' 2A )01IIIIi rW 2aa2 MASTER 2� - A : � 1 ., CITE � � a, 301/8■itli3• B TN1 '- u 1_ u. 3' 89.: I. g'-4°' 3!=8.1/2"; 1'-4" - IV-73 .- TILE. 2 . 10 4 -' •. , 14 14 :. c.tI 2) 14 LVL PULL — - R --'- DONN SEAM.ABOVE , 1 . AI P9laT C T I v W. Qa D': STRUCTURAL FI.24° CIR UP - --_ __ _C.L. - - --24;5 °°Q4 5/5° RAISED CEILING 2ji�.r - .. .j - m. RIDGE',A50VEUP 10 - • -C 2 5 BAT1 I #2 i I GARAGE o 0_ Tw 2441 24� 'z24 5/5' _TILE 2fi a �[¢'� 2� 1 PITGN'TOWARD D DOORS ,vb}c6o we N f `15 SI HGHT 1 - - v I �: v: .._ , ,.. . . . a. .LINEN.. ,..r ,. I OAK F 24 1 Mill N. 4'-3 3/4P 3'-8'.1/4" 1 c o Ad 1 6-74I/2' I ,o' Q FLAT CEILING 1 6'-10" 3'.-11 1/2" 3' 8u; : %' I W w QL - - . I FOYER' 1CITC:1-IEN `�. 1=•- Z C t M 14'-3 3/4° III'-4 i/2" OAK SEE TW 24410. _ _ OAK Q g ' NAtiRow wAu. a Z°� VAULTED CEILING' - ! DETAIL 30 1/8'z60'7/5° 10•=6' i FLAT' 10'-6• CAiIt1EDRi4L¢FILING (L r BEDROOM #2 m iy 'BEmROOMI#P`v 1xEF. ® T-o •-o° 0 pooR' 7'- -o■'0. DOOR - t Q(L O OAK a OAK x CONCRETE APRON r .LIT 1 , I L J _ (3) I 7/8u LV,I HDR °'s R5T FLOOR �IFET rF ID PLAN 71_0n 14_Oo 121-0" _On 24, 0" JOBd 1616 }. 4 16. ; DRAWN,BY, KW DATE: 10/5/I6 74'_Oli ... a ... .. .."� - - - x ;w 'fir - • W - ----- -- ---- J ob o I.' J t it X . - - -. - I ., _ z . MALL I W. U .,i. VERTICAL REBAR#t -0 35° .9 L : _ I BM.:QKT HM.Pig . BM-PKT �, M'PKT } t � HORIZONTAL O.W_A tt4. 12 BELOW.T.O.W..AND 1 e•_.. - : .I ,., .. _. - .AT THIRD POINTS - I 1 6'x10' CONTINUOUS FOOTING 13-7 14 0 `s 4r - :N : Yr ffAA J ROP'WALL TO SLAB A r �, Z$ ..-. .. - . 2XIWe `. -0 , - 2i10'e _.:.III i 'c I .r, L. i i. i i'I J .- DROP WALL UNDER.DOOR._.. _ .-I U I 0 _ - I., ._. : ,Q Vat o I v I ,Z - 4NT 7 9, GONG. WALL. - 0L— — — 111, PO : I 16'x10',CONTINUouS:F00T NG .. ILO _ ,1 GARAGE: Ir 4� 1. CONRETE SLAB,I. P GIRT THIS.BAY ;.. I 8°x 46' CONC. WAL U .- ,. PITCH TOWARD`DOORS. °xl0°:.CONY POINTI S FOTING TYP.LOAD 1 1'EARL v t 1 N I . t I _ x FURNACE I GONT_RAGTI N JOINT a I- e' I I - _ �r NOTE: I ° 5/8 ANCHOR BOLTS a U L AS M N, o °o , EMEDDED 7° I ` 3 1n' CONCRETE'SLAB` — I , . ° f _ " 1 ..• r I r I � I: .. SPACED 32 O.C. VAPOR RETARDER 6 1, I. - a2"' FROM;.GORNERS I I lU II n ° _ . ,— ,: � I,,: � ,. :• _ SHER$-3 x3 zi/4 _ m I Z r. I, . , - - SLAB :DOORS 7YR: I I 1 NARROW WALL - W�:"Q; hl� I „ I I DETAIL. : , q do I Ll l7: 3-2x10 GIRDER_ (` L-= --------- -----------J w .a I 30'x30°X12'•CONCRETT PAD.TYP I GONG..WALL �.. ,. .: C - I ° , I S i 1 1 J _ z`� 16-x10 .CONY NUOU F NCa , IL I `HEAM POCKET . ISM PKT *Z� I L ------- ——— — — J I— N _ _ - MASON r ,--STEP , - rx2'_On 2'_p^ �, ,EET - .. B'_po :14'-p° ..12'-0°.. : 16i_Dir• ` .. (24'_p° - FOUNDATION RL--AN JOB: 1616 rv> SCALE:.ly _.li_On DRAWN BY: +KW DATE: 10/5/I6 - 36-O • " 18l_On 18'_pn. RIB C l EA ' VENT . ... 5 DX PLYWOOD:SH -THING 34' x I6' LVL RIDG ASPHALT SHINGLES / _ - N; BLACKING 4' 0' G. IN"FIRST TWO JOIST,AND RAFTER FROM"GABLE_ -WALL- ~ O. 12 RIGID.WIND WA5H BAER REQUIRED:. T 0R EDGE,OF:EXTERIOR WALL i 1►1, TOP PLATE �.1 r p. FASTENERS�AT ALL - R3B F.C.. 1NSUL: ®fib RAFTER/TOP:PLATE JUNCTIONS TYF': ° 2) 1 3/4' x 14' LVL BEAI'L M W ■*/O� TYP EAVES •• Ix3:�srRAPPIN KITCHEN II E 'ROOM IxB FASCIA /.W SECOND MEMBER` I/2"GYP. HOARD I {>pgT IN.WALL Ix�8•FRIEZE 9D::W/BED�M SOFFIT VENTING l� fW1 e y JIL BEYOND. _ - U - _O w 3/4" 053.: V - TYP: EXTERIOR'WALL W - 2x101°'F 16°O.C_./u n 2x6 EXf..5TUD5:1 ' • SOUP BLOCKING, - F.G. INS / C ' _ : PLYWOOD THING/ ` R30 F.G; INSUL. Ire TYVEK.WRAP/W.G. SHINGLES' 7r7 " .. _ ._: - (3) 2XI0 GIRDER TYP. T 3 1/2'-STEEL,COL.. _• - - A/' O ( 30°x30'x12° FOOTING FOUNDATION WALL - 6'_8q 7r-0° T-Ou. T-p" 71_00 �' P.T. P T. SILL ANCHOREDO.C. f a -_ GRADE BELOW 8°i0' q' CONCRETE Z -' 3 V2`..CONC SLAB _ - .. -..... .... .... -s > _ O'�ic169 CONTINUOUS FOOTING MM rry�ee ` V W da - t - II If Aj ..l ON 'A 7. SECTION: _ ... SCALE: 114 1._p -• ADJUST PITCH SO THIS.RIDGE : ` ,., -DOES NOT.EXCEED'GARAGE.BRIDGE ,- •,., .,+. _ 2x12 RIDGE BOARD W ct o o- - N e 1X6 P if,, O.C. ..p/6a Z l n OF _ LT , t 2xa'e I6°o.c. : W O " ' 16 STRAPPING a LLI = V Sxb F.C. GYP, BD. , _ BETWEEN GARAGE 4 LNING �Z AREA- e — GARAGE; BEDROOM '#4 m 4' CONCR E SLAB _ ET - FIRST.FLOOR :. PITCH-TOWARD,DOORS — '= - ------- - _ 24' O° 161_On O het' MEET SECTI-ON_ II:811 SCALE: 114" JOB: 1616 • DRAWN BY: KW - DATE:' .10/5/16 _ 3'z4! Z DROPPED : ~ YJ ^ PAN.' SEE A3" MONO � h 8''-40 14'-00 14'-0°' 13'.-2' 2xI0e 612°o c- . ii M� W t UIm 1 , A - 0 1 ; O i or - N DROPPED SHOWER PAN =1 m g SEE A3 "-' i - - O Z. , - r a ._ 4 Fe m - i PS 2x6s ° 3 ,II 7/8' LNL PST °^ A 3> # DROPPup. : UP C.IKT T1415 < y • 5 . SHOWER.'. .. -.. .. ., .. . SEE A3 GARAGE v ' . a - . _ 1 _ La r �l lu La ^� 4 l�- IF I ' 111 ' r W z) r �-Zky � Ail r > I n N MEET' FIRST- FLOOR FRAMING PLAN SCALE: IL4" n JOB:. 1616 1-D DRAWN BY: KW . DATE: 10/5/16 ` ,. •' _ . . t0MONO f 9x4 t .DNT ' - , e ' _ _ . y a :h N� ob a W Fi, 0 CRICKET---- A w o r - y, IL p f' I M 1�1- " RAF TM, 2cu Y 6'O. . W 'a ' .. d { 4x4 2x12 RIDGE. psi ,AA tfI' - y , I I t p 1 I I I Z` Burix,ovER VALLEY.. _ _ a I; Ell , 0 4 p (2):16°::L,VL RIDGE PST i 4xgq . 6 : RNADJUST.PITCH 50'THIS RIDGE m .. L� LVL .„ :- _ LVL pNT 'DOES NOT EXCEED GARAGE RIDGE .. - DNT DN 2X12 RIDGE u _ RAFTER4 woo i 16b.C.TYP. - w 0 z E J v 4 mj h . _ Z t OL V , t � U n �. RAFTERS:2xI09 o milo.0 TYP: , or N 'BUILD,oVER VALLEY HEET " ROOF FRAI"(I NG PLAN + SCALE: IL4"' 1616 JOB: _ DRAWN BY:. KW. DATE: 10/5/16 V V p ,. EXTEND HDR TO CORNER i 3x6 'DBL TOP PLATE RAFTER ® 'I6" O.C' ' .. FULL'HGT. STUDSa JACK:STUD • .. * �.. C� Y! NAIL APP.LY SIMPSON MSTA18 CONNECTOR ° o � -H2.5 ,CSC Eq. RAFTER W TO BTM ofHDR. - = _ Q: 0 W/2 ROWS-OF 16d'NAILS• - ON THE,INSIDE F.AG'E 9 OF HEADER , rr TO EACH JACK STUD. . ra STRUCTURAL PANEL HEADER ^- - _ - L °o • - CONTINUOUS HEADER , - .o o TOP PLATE NAILED 8d COMMON - ' MEMO ® 3"'O:C. EDGE AND FIELD :'�= - - � � CORNER TO CORNER' -• _ - OVER MULTIPLE"OPENINGS + W• p ' _ I X t :? - ..:DOOR TRIMMER STUDS- ' z ..''SHEAR WALL COMPLIANCE: RAFTER, PLATE. CONNECTION • SCALE:N.T.S. 2- 5 6",ANCHOR.BOSNE s ; W VERTICALCH WALL SHEATHINGRIJN ' .. t ` w/ 3 x3 PLATE WASHERS � -' � . WI ... - - EACH NARROW!WALL SECTION I -ad NAILS 3" EDGE/12° -:FIELD.- O' rl {4)16d NAILS PER.FT BOTTOM PLATE Q�„ �' L= 15% OF EA64 WALL. RUN t . 6,-8 20% HDR > VERTICAL: SHEATHING 'WITN 8d NAILS'3" EDGE/12u, FIELD: .. W (4)t6d NAILS PER FT BOTTOM PLATE -71 .. .. /o ul JOINT DESCRIPTION ,_ NUMBER OF NUMBER OF NAIL SPACING 1 �. , -NUMBER { m W COMMON'NAILS BOX NAILS NARROW WALL` BRACING AT GARAGE DOOR I" SCALE: N.T.5. ROOF FRAMING M - F- v BLOCKING TO RAFTER,(TOE NAILED) 2-5d '.. ,. 2-10iJ" 'EACH'END' . ,. W . - ,•• ,.; p, :. " RIM-BOARD.TORAFTER (END NAILED'. - - 2-16d' 3-Ibd 'EACH END - A y-„�'f^ 0. Ai ,. , WALL FRAMING TOP , 70R,:PLATES AT INTERSECTIONS_(FACE NAILED) 4-16d' 5-Ibd •AT - ,-STUD,TO STUD (FACE NAILED)`. - ,2:'16d 2'Ibd' 24°.O.C. DOUBLE ROW - - HEADER TO HEADER (FACE NAILED) - - 16d 16d' 24" O.C.-ALONG EDGES r 'STAGGER NAILIN c'. INTO BOTH PLATES c FLOOR .FRAMING +. > 2x6 DBL TOP.PLATE _ t _ JOIST TO.SILL, TOP PLATE OR GIRDER (TOE NAILED). 4-Bd - •4-10d re*JOIST - •` BLOCKING TO JOIST (TOE NAILED) • 2r8d ;2-10d' ,- .EACH END:: - BLOCKING.TO SILL OR TOP PLATE(TOE NAILED) - _ 9-I6& 4-16d -: EACH BLOCK -..-,• '{ -, - LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) - 5-16d 4-16d _EACH JOIST UOIST ON:LEDGER TO BEAM(TOE_'NAILED) • 3-Bd.-` ` 9710d PER JOIST - " BAND JOIST_TO JOIST:(END.NAILED} - - '3-16d: 4=16dPER JOIST, r., U Q • ,`! : a BAND,JOIST'TO:SILL OR'TOP'PLATE (TOE'NAILED) - .2-16D .; 3=16d' ti...` �.P,ER FOOT. a � - t< Z :. z VERTICAL Lu ROOF.. 1 : + F SHEATH NG Q . l�1he ,,STRUCTURAL.PANEL- V. . .NAILED 8d COMI°10N - ., .I .. - - - Ln 0 WOODSTRUGTURAL PANELS; J ' r- - AND 12" IN,FIEtu LD - z:, RAFTERS OR TRUSSES'SPACED,UP TO 16°O.C., - ". ,. .. . � �:8d�` IOd'. '6° EDGE/6 FIELD - RAFTERS OR'TR.USSE$SPACED OVER16"O.C. sd F: ,.10d 4"•EDGE/6° FIELDtu `. •' - 'GABLE ENDWALL RAKE OR RAKE TRUSS w/o:GABLE-OVERHANG 8d .. plod eV EDGE/6" FIELD Z.. I - -` - GABS DSALL RAKE OR RAKE TRUSS w/ STRUCTURAL y Bd' K - IOd �+:.:61 EDGE/6" FIELD . OUT - • -' - ' - _GABLE ENDWALL.RAKE OR;-RAKE TRUSS w/LOOKOUT BLOCKS 8d - 100 4° EDGEL4° FIELD - s CEILING SHEATHING to CI •:DOUBLE ROW. STAGGER.NAILIN.. - - - n - . - GYPSUM.WALLBOARD: •5d�}COOLERS - +'57 EDGE FIELD INTO BOX AND SILL - - WALL'•SHEATHING '. - ', WOdD,r TRUCTURAL PANELS _11 _ STUDS SPACED UP T0'24° O.C: - 8d IOd6",EDGE/12" FIELD P ✓ -AND 296" FIBERBOARD PANELS _ - 3d - -3" EDGE/6" FIELD I,. - 1 N" GYPSUM WALLBOARD 5d COOLERS - '. 7" EDGE/10° FIELD `'�' �.«�" SHEET- " '• # FLOOR SHEATHING . ' ' I1 WOOD STRUCTURAL PANELS - 1 I" OR LESS : Bd tOd _.6" EDGE'jl° FIELD - S ^y FULL HEIGHT'SREATHING -SINGLE FLOOR GREATER THAN i lod' ibd �^ EDGFJ6" FIELD , SCALE. N.T.S. �+• JOB: 1616 DRAWN ,BY: 'KW LEGEND SYSTEM DESIGN: SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE. MARKED WITH MAGNETIC TAPE OR NOTES COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS 99 -- EXISTING CONTOUR GARBAGE DISPOSER IS NOT ALLOWED PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) NAVD 88 Schoo/ St. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE 2 PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS PROPOSED PROPSOED 4 BEDROOM DWELLING FILTER FABRIC OVER STONE X 99•� EXIST. SPOT ELEV. \ TOP FOUND. EL. s 5 -[991- PROPOSED CONTOUR DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD 38.0 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 38.0 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. �oc NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 198.41 PROPOSED SPOT EL. USE A 440 GPD DESIGN FLOW ;: PRECAST H-10 THICKNESS REQUIRED BLOCKS OR TH 1 RISERS MORTAR ALL TO BE AASHd H-LQ e 3 p� 2'0 '� 4"OSCH40 PVC PRECAST RISERS err She// B/off ti s' MIN. SUMP PIPES LEVEL 1ST 2' COMPONENTS H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. o o ess j Or TEST HOLE SEPTIC TANK: 440 GPD (2) = 880 ` 12. MIN. INT. DIM. ENDS (TYP.) INV'S EL. 4.98 4 Hull c_ SIDES 35.8' 6, CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH �� Ri c 1.� *36.3' , 1500 GAL H-10 °o°o"°o°o :: . .: ,o°o°o°0 0� I fi 9 G 2� SLOPE OF GROUND USE A 1500 GAL. SEPTIC TANK 35 92 1 e T �' ➢-o 00 °tee ' °o°o°o°o° SEP IC TANK 35.67 ®®®® ®®®® ®®El® -�1®®® ° o ° 0 310 CMR i5.000 (TITLE 5.) UTILITY POLE "J3 0 0 0 0 ®®®®®®®®®®® ®�®® �® ®®® o 0 0 o Locus LEACHING: °°°°°°°° ®®®®�®®®®®® ®®®®®®®®®®® >°°°°°°°° a' LIQ. LEVEL FOR LR EHT D'BOX o >o°o°o°o° °°°°°o°° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO cv 1 0 0 0 o BE USED FOR LOT LINE STAKING OR ANY OTHER ACME OR EQUAL GAS BAFFLE FOR LEVELNESS ° ° ° ° g(��p ; ° ° ° 00000,00 ®®®�®®®®®®® ®®®OCJ®®�®®® ,00000000 FIRE HYDRANT SIDES: 2(33.5 + 12.83) 2 (.74) = 137 GPD ':;'': 35.25' 5.08' ° ° ° ° °O°O°o°D �'o°o°o°o° ' PURPOSE. by ' ': ..: .....:..: ;: .; o ° ° ° 32.98 j .+ 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. BOTTOM 33.5 x 12.83 (.74) = 318 GPD googogogog°gog°gogogog°g°g°gogogog°gogogogoa NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING �o°?°000�o�o„o�o1o°o°o°000°o�o�o�o„o�000°o°o, 3�4"_�_1�2" DOUBLE WASHED STONE 4' MIN. H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. TOTAL: 615 S.F. 455 GPD ALL AROUND PRECAST STRUCTURES (3) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED Nantucket 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50, X 12.83, WITHOUT INSPECTION BY BOARD OF HEALTH AND USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) COMPACTION. (15.221 [23) oD PERMISSION OBTAINED FROM BOARD OF HEALTH. Sound h r3 n *THE INSTALLER SHALL VERIFY THE `O' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCATIONS OF ALL UTILITIES AND ALL WITH 4 STONE ALL AROUND BUILDING SEWER OUTLETS AND DIGSAFE (1-888-344-7233) AND VERIFYING THE ELEVATIONS PRIOR TO INSTALLING ANY LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP PORTION OF SEPTIC SYSTEM ( 2•5% SLOPE) ( 1 % SLOPE) ( 1 % SLOPE 2�6.5' BOTTOM TH= ,3 PRIOR TO COMMENCEMENT OF WORK. NO GROUNDWATER VOUND SCALE 1"=2000't MA 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE APPROVED DATE BOARD OF HEALTH FOUNDATION- 15 SEPTIC TANK 42' D' BOX 12' LEACHING REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 19 PARCEL 4-3 FACILITY LEACHING FACILITY. v LOCUS WITHIN H E FLOOD REA OF MNMALFLOOD (A HAZARD) AS SHOWN ON COMMUNITY PANEL #25001 CO752J DATED 7/16/2014 O � i \\\ ZONING SUMMARY \ ZONING DISTRICT: RF DISTRICT 0 MIN. LOT SIZE 87,120 S.F. 20 ti 1 MIN. LOT FRONTAGE 150' 1N \ Q MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15' 3 N MIN. REAR SETBACK 15' 3p TEST HOLE LOGS MAX. BUILDING HEIGHT 30' / x CRAIG J. FERRARI, SE 13871 SITE IS LOCATED WITHIN THE RESOURCE 2 \ �O o ENGINEER: # / S o WITNESS: DAVID W. STANTON RS PROTECTION OVERLAY DISTRICT �Qm CO SITE IS LOCTHE DATE: 9/8/2016 PROT CTIONATED OVERLAY IDISTRICTQUIFER �6 0 PERC. RATE _ < 2 MIN/INCH SITE IS LOCATED WITHIN ESTUARINE WATERSHEDS CLASS SOILS P# 15150 FOR POPPONESSET BAY, THREE BAYS, RUSHY MARSH, AND CENTERVILLE RIVER ELEV. ELEV. ELEV. ELEV. O" ti' 38' 0" `V' 38' 0" 38' O» 38' \ \ a O/E O/E O/E O/E O \ LS LS LS LS LOT 81 _ 10YR 6/2 TOYR_6J2 _ '10YR_ 6\_ 10YR 6/2 10" 12" 14" 12" 48,078 SF \ 1 . 1 AC. B B B B LS LS LS LS „24 10YR 26" 35.9' 32"4/6 36' 1OYR 4/6 35.3' 10YR 4/6 36" 1OYR 4/6 35' 38 \ b� 7 PERC PERC \ p MS MS MS MS \ .01 10YR 7/6 10YR 7/6 10YR 7/6 10YR 7/6 �O 120" 28' 120" 28' 138" 26.5' 138" 26.5' 1 37 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED \ \ PATIO \ cr \ O TH4 CID TITLE 5m SITE PLAN PROPOSE \ �6 \ 2� 6' DWELLING OF TOF = 39.5 TH3 \ \ TH2 T � 9', #236 PINE RIDGE ROAD ,\q TH 1 COTUIT, MA � PREPARED FOR \ \ � PROPOSED \ W PAVED DRIVE BAYSIDE BUILDING INC. / �,��t�OFMgss�c HENRY SCOTT / � ��•(N OF Mqs \ / oLAJaf S�cyG Sow DAN I E L yes DANIELA. s A. o� OJALA � OJALA .�� 0 CIVIL (n No.40980 DATE: SEPTEMBER 19, 2016 36 pNo.465020 �0,&S5\0IST �P Z9OOJ''W 37 V o��S ON AL E�G\�� `9��SURVE�� Scale: 1"= 20' 0 10 20 30 40 50 FEET BENCHMARK: f g� CBDH ELEVATION A �` '�� ` =37.0 NAVD88 WOF4ygS tNOFM off 508-362-4541 �• ���� gss9� I fox 508-362-9880 DANIELA. DANIEL yes downcope.com � �IVIL JALA N • down cage enghneerift inc. p o.46502 A No.40980 O �o �F o �0 o� civil engineers S ONAL e�GGISTS � ° �q" . lid. land surveyors I 939 Main Street ( Rite 5A) LICE # > 6-289 DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675