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HomeMy WebLinkAbout0188 PHEASANT HILL CIRCLE 417 2- l ` f H i I - - lq-17 c,0 TLA ,l()B Stt . MAP Itv57',1Lf_EL {iulLrJ!N6 PROD S *�I/f1 99 O� SAGAN ORE BEE C'r. P IIlSULA'i"i(1N CL'RTIf7( IQN PEI c� i - ; iFGC 3.03:1-1. BATT INSULATION Exterior w-a;ls', TYPe: Fb�q�s~~ -`—"'�}---------___._..._.y.._.r/i•3?illi3!'l'JCE'r: t�ytJQp�.l�oY2Nt R-ValUe: 21 73L� �Ns Exterior walls (other}: Type: _Manufacw er. /�L� urer r;-.Value: Interior walls/S`aiewell. rY{-'e: ____ Mani�facCurer'. k-Value: Basement Ceiling; ��, Type: b y WrCL��s. ai.F n-Value:__ fl Flat Ceilings;. -�- TYP'ec Sloped Ceilings: - Type: M,nufac t,rLr: Bt.OWN lt4SUi:?:rION FIBERCLl�55 UR CEL UL ?S } Exterior wails: Type ^�anut:�cturer: Settled Thickness: -_ Instc,lled thickness;, „_— Settled R-Value Coverage Area. ---I ---.---� }:;:tailed density; -- Rta;�ber of Bugs: Flat:Ceilings: Type: / rb .-�-`--�--�•--S.._.. .(J!ariUfaC�ur�r p'DtJ Settled Tf ickre; � N �Instailed thickness:lS Se,tiet3 yj��;ue:y9� ln� ,r , _. Covt�raee Area: �f c o Y - t Oeld r,'e. it Nurnbi r of Bags i? Slooe�-ci:Ceili TYPe: X 1� ��S- f�9d��Ufacturer;���g Seflck�d Tfiic:i;h ss: _-m2Nei _installer) thickness- t2 �d -___ �_Settled Va 3 - _ Coverage Area .,ITT ue -.��Insto'led deny it Y _..—.— w ' ' gyp For N,Ap Building _— �tEs: .31 �►� lnstailed Pro c J - s Home Energy Rating Certificate Property HERS Bayside Builders Rating Type: Confirmed Certified Energy Rater: Andrew Popielarski 188 Pheasant Hill Circle Rating Date: 03/03/2017 Rating Number: 28960 .Cotuit, MA 02635 Registry ID: 685645226 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 59 Efficient Home Comparison: 41% Better Heating 16.2 $462 29% General information Cooling 0 $0 0% Conditioned Area 1356 sq. ft. House Type Single-family detached Hot Water 3.4 $200 12% Conditioned Volume 10886 cubic ft. Foundation Unconditioned basement Lights/Appliances 17.4 $942 59% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $0 0% Mechanical Systems Features Total 37.0 $1604 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Water Heating: Heat pump, Electric, 3.39 EF, 50.0 Gal. Criteria Duct Leakage to Outside 44.00 CFM25. This home meets or exceeds the minimum criteria for the following: Ventilation System Exhaust Only: 69 cfm, 23.0 watts. 2009 International Energy Conservation Code Programmable Thermostat Heat=Yes; Cool=Yes 2012 International Energy Conservation Code Building Shell Features Ceiling Flat R-44.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-32.0 Window Type U-Value: 0.290, SHGC: 0.320 Above Grade Walls R-21.0 Infiltration Rate Htg: 505 Clg: 505 CFM50 Foundation Walls R-0.0 Method Blower door test Certified HERS Rating Company Energy Raters of Mass Lights and Appliance Features 180 State Road Suite 2 upper Percent Interior Lighting 90.00 Range/Oven Fuel Electric Sagamore Beach, Ma. Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 888-503-2233 Refrigerator (kWh/yr) 691 Clothes Dryer EF 3.01 Info@energycodehelp.com Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v14.6.4 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. LThe Home Energy Rating Standard Disclosure for this home is available from the rating provider. 4i -a0" �Rm ,IeF Town of Barnstable caEi��r 4A 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit - Application No: TB-16-3707 Date Recieved: 12/20/2016 Job Location: 188 PHEASANT HILL CIRCLE,COTUIT Permit For: Building-Sheet Metal-Residential Contractor's Name: Eric T Whiteley State Lic;No: 15920 Address: Po Box 248, West Chatham, MA 026690248 Applicant Phone: (508)945-1100 (Home)Owner's Name: COTUIT EQUITABLE HOUSING LLC Phone: (508)771-1040 (Home)Owner's Address: PO BOX 95, CENTERVILLE,MA 02632 Work Description: New construction duct work _E Ta Total Value Of Work To Be Performed: $5,000.00 Structure Size: 0.00 0.00 : 0.00' Em 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 kriowledge 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 12/20/2016 (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 12/20/2016� 0 XXXX-)OM-}U�- Credit Card 2793 i .... ......... ............ ......... Total Permit Fee Paid: $85.00 i PHIS IS N�(JTA �l'ERMt� f� �� Town of Barnstable 0113,1�11'�71 Buildin 's e :' Pos This:Card SThat it is:Uis�ble From the Strent roved Plans lVlusi;b ,Retained on,7 �W, Job anti this Gard�Mu t be Ke t t4a .eaxsr,► u t pp, p M,+ Poste`d Untd"Fina�Ins eciion Has Been:Made " ' . = f 3 anc'.`is Re wired Inc," ldin -shall Not:be.0ecu ied,untrt a Final Iris ect{on has been made �el 1111� Whereta Certificate o.Occup y q ... .�k, ;,;. .�a'a. .ua.. n u ..u.._. — - Permit No. B-16-3707 Applicant Name: Eric Whiteley Approvals Date Issued: 12/20/2016 Current Use: Structure Permit Type: Building-Sheet Metal-Residential Expiration Date: 06/20/2017 Foundation: Location: 188 PHEASANT HILL CIRCLE,COTUIT Map/Lot: 002-002 020 Zoning District: RF, Sheathing: Owner on Record: COTUIT EQUITABLE HOUSING LLC „ Contractor Name: Eric T Whiteley Framing 1 Address: PO BOX 95 Contractor Liacense 15920 2 CENTERVILLE, MA 02632 st Project Cost: $5,000.00 Chimney: p. Description: New construction duct work ' ' Permit Fee: $85.00 k Insulation: Project Review Req: New construction duct work Fee Paid' $85,00 Final: Date 12/20/2016 ' Ots��crn Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within s Mdij,the after ssuance. a - e Rough Gas: All work authorized by this permit shall conform to the approved application an Ithe approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shaille in with the local zoning by laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from.access street or road and shall be maintained open for publlc inspection for the entire duration of the Pq work until the completion of the same. p Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on thi3'permit. Service: Minimum of Five Call Inspections Required for All Construction Work: < ff 1.Foundation or Footing Viz' z � � Rough: 2.Sheathing Inspection - 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection - 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TempParcelEdit Page 1 of 1 { '" IN�s ; Pay .r 4, `w�atY z/Mai i t z Logged In As: Wednesday,January 162008 Frank Schlegel New Parcel - Application Center Road System Reports Road System The record has been added. . New Parcel Detail, New Mapparcel: 002 002 020 I Street Number: 188 Unit: � Dev Lot LOT 20 Road Name: PHEASANT HILL CIRCLE� T/R [71 Sec. Road: e!. T/R l Villlage: 07 - Cotult Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) ! , Date Added: Updated: �U�date� De ete�� Add�Anothel http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 n r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel M2 • d 02—y Application # /0 Health Division Date Issued Conservation Division AAW Application Fee Planning Dept. Permit Fee 2 , — Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address I`61S P► An Village © l q Owner �00"sN�cldresss X l�� 5_ r_y dl Q Telephone v Permit Request 6e "W\iL Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new lay Zoning District F-2 Flood Plain C Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ALNO If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes S.No On Old King's Highway: ❑Yes �511 No Basement Type: A Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) '*d1 Number of Baths: Full: existing new _ Half: existing new X Number of Bedrooms: existing Sew D i Total Room Count (not including baths): existing new First Floor Roor. Count -Z' Heat Type and Fuel: X Gas ❑ Oil ❑ Electric ❑ Other ' Central Air: ;&Yes ❑ No Fireplaces: Existing New Existing wood/cb al stove::❑Yev ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing 0 newL ize_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: lq�? Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes Flo If yes, site plan review# Current Use ���. �. Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 13 - Telephone Number1� Address 0 Y t�� License # (��'� ''� Home Improvement Contractor# Email YykoVQt1 Worker's Compensation # C e u l�Z� ALL CONST UCTION D RIS RESULTIPJQ AM THIS PROJECT WILL BE TAKEN TO YI-)w SIGNATURE DATE X I FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME 7 ti� �g ai t INSULATION � a, t � FIREPLACE A ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING " DATE CLOSED OUT ASSOCIATION 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)' THE PHEASANT MODEL COTUIT MEADOWS C•1 Check Compliance 1.1 SCOPE WindSpeed(3-sec. gust)....................................................................................................................110 mph Q WindExposure Category...............................................'.................................................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ...... 2 stories <_2 stories Q Roof Pitch ...........................................................................(Fig 2)..................................................12:5 12:12 Q MeanRoof Height......................................................................(Fig 2)....................................................16 ft s 33' Q Building Width,W................................................................(Fig 3)................................................... 24 ft 5 80' Q BuildingLength, L...............................................................(Fig 3)....................................................48 ft s 80' Q Building Aspect Ratio(LM/)................................................(Fig 4)....................................................2 <_3:1 Q Nominal enin of Tallest Height O z .......6'-8"5 6'8" Q 9 p 9 ...........................................(Fig 4)......................................... . 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Q ConcreteMasonry ..................................................................................................................................... N/A 2.2 ANCHORAGE TO FOUNDATION" 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)................ Bolt Embedment—concrete.........................................(Fig 5)................................................7 in. >_7' Q Bolt Embedment—masonry.........................................(Fig 5)............................................ in. >_ 15" N/A PlateWasher................................................................(Fig 5)...............................................>_3"x 3"x W Q 3.1 FLOORS Floor framing member spans checked ................................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension....................................(Fig 6)..................:....................................9 ft<_ 12' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.................(Fig 7)....................................................—ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.................(Fig 8)...................................................._ft <_d N/A Floor Bracing at Endwalls....................................................(Fig 9).................................................................... Q Floor Sheathing Type .........................................................(per 780 CMR Chapter 55).................................... 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 s 10' Q Non-Loadbearing walls.................................................(Fig 10 and Table 5).............................18 ft 5 20' Q Wall Stud Spacing .........................................................(Fig,10 and Table 5).....................24 in. s 24"o.c. Q Wall Story Offsets .........................................................(Figs 7&8)............................................—ft <_d N/A AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls.........................................................(Table 5).........................................2x6-8 ft 0 in. 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 Splice Connection(no. of 16d common nails)..............(Table 6)............................................................6 Q Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Tables 7)............................................................2 [� Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Table 8)..............................................................3 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)...........................................9 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 Simultaneously' Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'-8"<_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. 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>6'8"(Design Concepts)..................... Q Maximum Building Dimension, L Nominal Height of Tallest Opening2................................................. ....................6'-8"<_6'8" 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?.......................................................................... 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 s 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 THE PHEASANT MODEL-COTUIT MEADOWS MEETS THIS CHECKLIST IN ITS ENTIRETY, THEREFORE THE NOTE BELOW 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 C. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. V. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 '-WHEN THIS EDGE FESM ON FitAMING USE&i NAILS ATfib.c: ' rr- 11 11 11 11 1 1•I 11 11 11 1 11 II 11 11 1 I II 11 11 11 1 11 11 11 11 - 1 N C 11 ,I I 1 Il � 11 1 Q 1 Ir F it 11 m II d II 1I �. I It 'd fD A II � II 11 II 11 W 1 1,1 I W ii 11 1 7t z 11 1' (1 1 I! Q /Ij 1 1 llj I 1 I I Q LI 11 W I . P 1; II 11 1 1 r It r tl 1 la 11 rl 11 II �-- 11 { in! rII {1 v J•1 lt.�- - �f r NAILSPACWG ! + PANEt cl 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 (7so CMR 5301.2.1.1)' dza 1 1 1 I I t; I I 00 AM FRING MEMBERS EDGE WTERMEMATE - li=_ STAGGERED T. 3"MMV AWL PATTERN A. PANEL PAWL EDGE DOUBLE NAIL EDGE SPACRG DErAL Detail Vertical and Horizontal Nailing for Panel Attachment _ OffIce ofI'rve €ga ans 660 Mashingram Str eat w` Bostons • c yv . erkersJ Cmpensedon.Insurance Affldaidt; ARpHeant luformation Please FAA Le v VL Nime (Busiaess/Orga-aLaton/L-edividual): F Address: 1< ` �' Cit Phonc Are you an.employer?OheCk the-appraprzate,.q. Type of project(regn-re�: 1.❑ I am.a employer with 4. f T I am a general contractor and I 6. [ New construction employees (full and/or part fane). have hired the sub-contractors 2.❑ I aril.a sdla proprietor or partner- listed on the attached sheet.t � ❑Remodeling ship and have to employees These sub-contractors have 8. ❑Demolition -svorldng for mein any capacity. workers' comp,insurance. g. ❑Building addition. PTO-worker, comp,insurance 5. ❑ We are a corporation and its 10.❑Electdcal repairs or additions requimd•] of acers have exercised Cnea 3.❑ I air a horaeoi�mer doing all work' right of exemption per MGL 11.0 Plumbing repairs or additions Myself [No worlrers' comp. e. 152,§1(4);and we have no 12_❑Roof repairs insurance required.]i employees.-[No workers' comp.insurance required-] 13.❑ Other *Any applicant that checks boi#1 must also fill out the section below showing their workers=compensation policyinn,-oration: 1 liomeoumers vrho,submit&s affidavit indicating they are doing all work and then hire outside contract6rs must submit anew affidavit indicating such. tContcactors-ihat checktlris box must attached au additional•sheet showing the name of the sub-contra otors and their workers'comp.policy infomation. rrrz ens layer th€ct Es rdvidir�g tvrrtkers'ear�i_ ensatlon insur=Ce for°my empl©yees. Belov is t/Fapoliey road dab si~e Insurance Company Name: Policy#or S elf-ors.Lic.#:_ _ 7 _ Expiration Date: lob Site Address: U U Ct e. City/State/Zip: �•• J Attach a Copp€rf the workers'compensation garhky declarat€Qn gage(shawmatke policy number and.expiration.€lq—t Failure to secure coverage as required under Section 25A ofMGL c. 152 can lead to the imposition of crl ninalpenalties of a one up to $1,500.00 and/or one-year imprisonment, as well as civil p enalties in he foirn of a STOP WORK ORDER and a fine of iV to$250.0GI a day.against fae violator. RP advised t3at•a copy o f this stater Ent dray b e fbitrarded to-the.Office of Investigations,of the DU for insurance coverage vtritication. dca `ter ere by. eer ter .Eder ilie pains and avr Pies of -er�a,ry r*aY fire rr fc�r°r-nad sra pr°© -1a'ec��elrotye i I°rye rzd�arrpe� iat>�re: Date: Off eLyl use mlyDo not T ivk'e 6z eUs are-gy to be c mFvP-feted by city o°r r'61va 0 -c City or Tavim: P'ernafiMce-me 7 1sss Autharity (cis:ele one): - I.}ward OfRrealth 2.P:UI'R.g D-epartra-ent 3. C t-yfTo im Clerk 4.Electr c<.d In:speetor S.Phanhai g k,:p ecto,r C.®�ther anct P Ero; : P'hcne : I Town of Banmtable,, Regulatory Senices g �rxrtsrt��r� s Thomas F. Geiler,Director 9 Bull g Division Tom2erry, Building Coml-nissioaer 200 Main.Street; Hyannis,M 02601 I wt-tY.town.b arnstabl'e.m.a•us 6ffice: 508-862-4038 Fax: 508-790-6230 Prop e7C 7 Ovme' r. Must Complete and. Sign This Section. If Using A Bull&r I, as Owner of the subject property h7aebyaut4o!-LIze t to act on my behalf, in all matters relative to wo authorized bytbis BiA ' permit application for All- 6 (.,d&-css of-fob) Signa e o OVMCr Date Nnt Name Q;FOFh45:0�%NEP�bRT�siSSION � Home Energy Rating Certificate RatingN ID Certified Energy Rater Chris Mazzola 188 Pheasant Hill Rating Date 08/08/2016 Centerville, MA Rating Ordered For Bayside Builders Estimated Annual'Energy�Cost Use MMBtu Cost Percent 5 Stars Plus Projected Rating Heating 26.8 $373 23% HERS Index: 62 Cooling 2.4 $131 8% Hot Water 15.4 $196 12% Projected Rating: Based on Plans - Field Confirmation Required. Lights/Appliances 17.2 $930 57% Genera,IInf,Qrmation, - o Photovoltaics -0.0 $ 0 09' Conditioned Area 1356 sq. ft. House Type Single-family detached Service Charges $0 0% Conditioned Volume 10886 cubic ft. Foundation Unconditioned basement Total 61.9 $1630 100% Bedrooms 3 "Crlteia`{ � This home meets or exceeds the minimum criteria for the following: Mechanlcad"Systems Features 2012 International Energy Conservation Code Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Cooling: Air conditioner, Electric,13.0 SEER. Water Heating: Instant water heater, Natural gas, 0.82 EF, 0.0 Gal. Duct Leakage to Outside 53.00 CFM25. Ventilation System Exhaust Only: 44 cfm, 14.5 watts. Programmable Thermostat Heat=No; Cool=No Building Shell Features' Ceiling Flat R-38.0 Slab None Sealed Attic NA Exposed floor R-30.0 - Vaulted Ceiling R-33.9 Window Type U-Value: 0.300, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 Energy Raters of Massachusetts Foundation Walls R-0.0 Method Blower door test 180 State Rd Suite 2 Upper tights and Appliance Features Sagamore Beach MA 02562 .. 508-833-3100 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. 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 06/01/17 Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08 05/01/17 1 Massachusetts Department of Public Safety a Board of Building Regulations and Standards License: CS-005645 ..t. Construction Supervisor BRIAN T DACEV _ n1t PO BOX 95 r�© CENTERVILLE MA 02637 1 i Expiration: Commissioner 04/19/2018 Construction Supervisor Restricted to: Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. i` 4 A 4 Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. DPS Licensing information visit: WWW.MASS.GOV/DPS f w SMOKE DETECTORS REVIE BARNSTABLE BUILDING DEPT. AE fIRE DEPARTMENT - G � BATH SIGNATURES ARE REQUIRED FQR PE FF TV NEW a o _ � , y . T FRONT ELEVATION 4 SCALE: 1/4" I,-O" w m EM OFF ao Q O W . tu JD w SIAIC Z O :6 WVZ- J kK SHEET _ 1 REAR ELEVATION �1d�d1S�+�� '' 40 J,��� }J 1 SCALE: 1/4" m V-O JOB: 1619 DRAWN BY: .KW DATE, 8/4/16 will 711 , ILL LEFT ELEVATION RIGHT ELEVATION SCALE: 1/4" 1'-0" SCALE: 1/4" 1'-0" 12 TYP. ROOF -cM4 _ _ - 2x10's @ 16' O.C. .. R35 F.G. IN �.. •HURRICANE CLIP' - - R30 F.G. INSUL./ 2x8'S @ Ib' O.G\ FASTENERS AT ALL 5/8 PLYWOOD SHEATHING/ RAFTER / TOP PLATE ASPHALT SHINGLES _ x3 STRAPP NG '1`2' GYP. ARD RIGID WIND WA544 BARRIER REGIUIRED r HALL 5 TH FTExTER10R EDGE OF EXTERIOR WALL \ TOP PLATE- 12 \ 12� ' - .'BLOCKING 41-010.C.: 2x10'5 ® Ib' O.C.. 2xI05 @ 16' O.C. IN FIRST TWO JOIST TYP-.EAVES .. BAYS-:FROM GABLE WALL - Ix8 FASCIA / Ix4 SECOND MEMBER , ._ CONTINUOUS VENTING DRIP EDGE - Ix3 STRAPPING - - - - - Ix8 FRIEZE HD. W/ BID MOULDING' '13R i..i. 1/2" GYP. BOARD 9 T +0 3 TYP. EXTERIOR WALL FOYER I I KITCHEN '' O 2x6 EXT U. STUDS @ 2a O.C./ z b' R21 F.G. IN5UL./ Q 1/2' PLYWOOD SHEATHING/ W � W.C. SHINGLESTYVEK WRAP/ 4'-0" 9'-O" FIN15H FLOOR - 3/4"l 05B SUBFLOOR Q FIXR30 FIBERGLASS IN5UL. 0066 2x1015 @•16' O.C. 2x10'6 @ 16' O.C. + 2-2x10 GIRDER O — W TYP. FOUNDATION WALL 4'-2u - PT 2x10'S.@ I6 O.C. 4x4 P.T. P05T �`2x12 GIRT. W P.T. SILL ANCHORED 28' O.G. GALV. METAL POST ANCHOR }- 8'x7'-9! CONCRETE BASEMENT 12+ 'SONO TUBE' PIER TYP. DAMP PROOF BELOW GRADE ISR 91T v lo'xlb' CONTINUOUS FOOTING I/2' LALLY COLU� B y. r NOTE: 3 1/2'CONCRETE SLAB U 5/5' ANCHOR BOLTS 6 MIL VAPOR BARRIER EMBEDDED 7" 12.-0" 12'-0' SPACED 28" O.G. 12" FROM CORNERS WASHERS WxWx1/4" N SHEET b" 2'_bn I6 24'-0" A,G SECTION "A" JOB: 1G19 : SCALE: I/4" _ I'-0" DRAWN BY KW DATE: 8/4/I6 o- 48'_0'y • 19'-011 71`q" 14_5u 61-.loll 2i-0" r w t DECK o m OWN 4 - `* n m . _ w VI L _. 711 , 0 2x10's, _ 116 OC 1 i ABOVE VINYL CARPET� �� c4 32'x60'850 - a PULL DOWN STAIRS .. _ - L———L /_ � _ _� �, 12'_On o 244DH2&49 - 1c B m GARAGE. 2 m' . Oi °N 32'x5T 41 PITGIa'TOWARD CONCRETE SLAB DOORS i� (3) 9 114' LVL ABOVE FLUSH. c�v a 2� N b tl - - - .^CARPET `9. hLIVING - 1 m CARPET 244DH2850 2-4 UP s 7'x9' O.N. DOOR- _ 14'-4u_ '_8 Ibi._Ou• - i A 3 = _ N • - SEE DETAIL SHEET A6 Lu NARROW WALL BRACING m co Q .r J O m � rc°} N m Q U _9i_Ou .- 2'-6u 4'-Ou bi_Op 7'_O" 71_0" ,6'_On 4i_O" .. 14'-0" 34'-0" 48'-0u - SHEET FIRST FLOOR PLAN SCALE: 114" = V-0" ' JOB: 1619 DRAWN BY: KW DATE: 814116 -` • w E � A .VINYL MEN— . 6'-8" 9'—01? 2A o LIN .. 2 lihiiiihilihill 2¢ ,� ® m m 2 L2'kA2]'k 6'-10n a 2849-2 TMP O BEDROOM BEDROOM CARPET ... _ CARPET 14'-4" -8" m 16'-0" N KNEE WALL KNEE WALL. LL N 3 O ao Q # w z � E Q • O �14'-0" 34'-0° J i ' V CNEET. SECOND FLOOR PLAN SCALE: 1/4" V-On AA4 JOB: 1619 DRAWN BY: KN DATE: 8/4/16 ° 74 y 21_01, {, 221-011, a '5 - - , I N I w 71 I 1 I 2x10b Fa 2x10'ev I6°o.c. v 1610.c. I 11' LU 1 _ .. Os I •.I , L`J-1—L—LJ-1 LJ— A N' •-I I - iy O ,. I �D - .. � I .. .I 2xloie ... mA 2xIO'e� 101s I 70 v Ib�o c. . I v Ib�o.c. �: °' o VI 4.61-0° 12'-0°, 6!-0°. D N b 3�' 24''-b° 12'-011 =mom, NvO=Z �. x 70'= , a p } BAYSIDE SUILDIN � INC. mD -LOT #81 F *: z C� "COTUIT ME DONS rq A 9 01 PLAN. PROM 5M771Mi OM R FF"5M77"1 ^ t e , a: 0 EXTEND HDR TO CORN 2x6 DEL TOP.PLATE u RAFTER ® 16" O.C. FULL HGT. STUDS JACK STUD _ MEN NAIL w NAIL TOP PLATE APPLY SIMPSON'MSTAIE CONNECTOR o o H2.5 6 EA. RAFTER I� TO BTM OF HDR - W/ 2 ROWS OF 16d NAILS ON THE INSIDE FACE OF HEADER °p TO EACH JACK STUD - 0 STRUCTURAL PANEL . HEADER - ° TOP PLATE NAILED 5d COMMON- CONTINUOUS HEADER - - °° 6 3" O.C. EDGE AND FIELD CORNER TO CORNER. OVER MULTIPLE OPENINGS DOOR TRIMMER STUDS a - - RAFTER TO PLATE CONNECTION N■■y SCALE: N.T.S.. 2- 5/8 ANCHOR BOLTS �I a PLATE WASHERS - EACH NARROW WALL SECTION DOUBLE ROW ■ '✓\ STAGGER NAILIN N .. - .' 2x BOTH PLATESL _ PL _ INTO ._ 6 DB 'TOP ATE .. VERTICAL ,. STRUCTURAL PANEL NAILED 8d COMMON 03"OO.C. EDGE - umm NARROW WALL BRACING AT GARAGE DOOR AND 12" IN FIELD SCALE: N.T.S. f SHEAR WALL COMPLIANCE: W. 71% OF EACH .WALL RUN. "VERTICAL SHEATHING WITH Od NAILS 3`EDGE/12" FIELD DOUBLe ROW (4)16d NAILS PER FT-EIOTTOM PLATE VERTICAL STRUCTURAL PANELS - STAGGER NAILIN _ - L- 24% OF EACH WALL '.RUN BREAK ON SECOND FLOOR - - INTO BOTH PLATES VERTICAL SHEATHING WITH RIM JOIST _ - _- 2x6 DEL TOP PLATE $d NAILS 3° EDGE/12° FIELD (4)16d NAILS PER FT BOTTOM PLATE _ SECOND FLOOR (n - _ RIM JOIST -VERTICAL ! VERTICAL _ - STRUCTURAL PANEL. k STRUCTURAL PANEL O NAILED 8d COMMON - - NAILED Sd COMMON = 4 ® 3" O.C. EDGE - ® 3" O.C. EDGE - .AND 12" IN FIELD - _ AND 12" IN FIELD •` - _ # w uj �. 0 .. . DOUBLE ROW DOUBLE ROW - - STAGGER NAILIN STAGGER NAILIN m INTO BOX AND SILL' - I - INTO BOX AND SILL - ' _ _ .. SHEET OFULL HEIGHT SHEATHING —SINGLE FLOOR OFULL HEIGHT SHEATHING —MULTI FLOOR JOB: Iola SCALE: N.T.S. SCALE: N.T.S. DRAWN BY: KW DATE: 514116 oI 141 Y`!6 Foundation Certification in Barnstable, MA Prepared For : 188 Pheasant Hill Circle Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 002-020 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 Hy annis; MA 02601 Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Page 158 Phone — (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 ® Deed Book 22249 Page 282 Scale : 1" = 20' 09-29-2016 Job Number: 2005-214 N/F TOWN OF MASHPEE MASHPEE PARCEL ID: 046-06.3 00 86.58' 0 LOT 20 N/F COTUIT EQUITABLE HOUSING, LLC $,8�0f S.F. DEED BK. 21804 PG. 41 PARCEL ID: 002-002-019 0.20f ACRES o Cn . IN J 4 �, , � 16.5 N/F KATHLEEN M. VAN HAVERBEKE & 'ROBERT W. LITTEL DEED BK. 29176 PG. 229 EXISTING FOONDA11ON N PARCEL ID: 002-002-021 p88 N4.0p 34.0 O bo 21.9' N tD S 83 013 )N PHEASANT .HILL CIRCLE r O o c ogo co oti I CERTIFY THAT TO THE BEST OF MY KNOWLQGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN OF NOF BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELA11ON TO �► p PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A o SHANE yG SPECIAL FLOOD HAZARD AREA. M. MALLON ti THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. No..48887 v / r HD fl SUfiV REGISTERiED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE 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 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 \ \ SITE IS NOT CONCERN) )ITHIN AN AREA OF ESTIMATED HABITAT OF RARE \ \ WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED PROVIDE (1) G' DIA.` 6' DEEP HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS \ LEACHING BASIN W/ STONE \ VEGETATED 17" EP \ SURROUNDING (OR AL NATE \ RAIN GARDEN (2�\ PR07EC110N ACT REGULATIONS (310 CMR 10)." \TOP 640/GE, \ SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP EQUIVALENT VOLUME 269 CF) g MAP OCTOBER 1, 2006 "CERIIFIEO VERNAL. POOLS." CONNECT ALL ROOF DO SPOUTS BQTTOM,. 3.0 TO LEACHING BASIN SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1 1, 2006 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES \ \ UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, SITE SEG�ITIONS S 33211E �10�) D ZONE it GROUND WATER 7x ti\10' SETBACK uNE RECHARGE PROTECTION AREA x70.1 - ' JQ1 SETSACCKK LINNEE ACK LINE.0 o. 20 o. \ CONSTRUCTION NOTES., � 170. \ 8 810* S.F. \ .2Of ACR 83.0�c \ 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE __. SUBDIVISION CONSTRUCTION PLANS FOR COTUTT MEADOWS, DATED \ 70.4 70.41 4 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. I 70. , \ x 1 I x 450 ___ 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, ` I DATED 6/25/07, SHAD. HEREBY APPLY TO THIS SITE PLAN. �0.5 71.0 ` SEWER J.3 BUILDING CONNECTIONS: 71.01 DECK` 1 p I 1 - MIN. COVER SWILL. BE 3 FT. RD` RD e. 3 so. x7z.5 � 26.s3 67.0 � - SET CLEiAN0UT5 AND MAINTAIN CLEARANCE FROM OTHER UTILITIES I 23 6&5 PROP HOUSE GARA �` s; o. AS REQUIRED BY BARNSTABLE DPW. ----` :1 071.0 SLAB 72.2 MIN. .e9.26 7x5 3 °o INV.- F V x 69.0 _j _ LOT 6 , 20'_� -o-- \ W - LOT 19 � Cotuit Meadows Subdivision g TRACK in + ta V l \ \\ 400000 -- SETBAC E. LINE b o � `, �__-"'" Cotult•BarnStable, USM011USettS 71.0 • r W G G _ _ W PREPARED FOR 1t CLEAN e737 1 .�... -.---___--_7 W _-'�-- CUR OUT ---�- �___ w TIT EQUITABLE H H L_ co u EQu ous� G, L c LOT 21 STOP , N -- c-' �_ w ------ s - ,.... --- ,,..._.._ G � G G 'W ` w s=�. 2� �' .. S 1�9 0 S _ ----'" P. 0. Box 9s �? -. ° 5G —:35 ,...... _ I_INV IN•5• Centerville, MA 0202 s -� ---------- ` _---- G Gi,,_\N w W N ILL CIRCLE s ._--_s _ c ,6 .9 ,mE G y w PHE SAS --'' — -: Site Plan w W W 72' 00 S -- S s,,.,.__---- � + 61.44 "� Lot 20 . ISO Pheasant Hill Circle S 6 SD 296�'NR .,...------"" 1 7 + 0 0 �► 37 BAXTER NYE ENGINEERING & SURVEYING 4rP< II go iT 64.69` ---------_---_ — 4------__a_.____^ '- — Registered Professional of Engineers and Land Surveyors zN EW cy sy o MATTH G 78 North Street, 3rd Floor,Hyannis,MA 02601 W. Phone-(508)771-75M Fax-(508)771-762 No, '�� 43101 °,' 01a-r 20 0 20 40 4C TONAL SCALE IN FEET SCALE: 1" = 20' DATE: 09-01-16 REV. DATE: REMARKS LOTn2O DRAWING NUII�R 0; 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214