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0071 SPRING BROOK LANE
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel off- - Application # Health Division Date Issued b ZA 11 Conservation Div'si n „ Application Fee Planning De, Permit Fee C., �• Lw Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address S 6K G,n Village L Owner l Ti6krlO& Address a'ri 143 (�'✓ Vl�� Telephone - — 6KO J. Permit Request U �� A �77K2 e Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new l 73 S Zoning District Flood Plain Groundwater Overlay U� Project Valuation Construction Type Lot Size Grandfathered: ❑Yes UkNo If yes, attach supporting documentation. Dwelling Type: Single Family 21-- Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ®.No On Old King's Highway: ❑Yes JNo Basement Type: 91 Full ❑ Crawl� ❑Walkout ❑ Other Basement Finished Area (sq.ft.) SU Basement Unfinished Area (sq.ft) 1735 Number of Baths: Full: existing new �2— Half: existing new Number of Bedrooms: 0 existing 3 new Total Room Count (not including baths): existing new (Q First Floor Room Count Heat Type and Fuel: A Gas ❑ Oil ❑ Electric ❑ Other Central Air: JZLYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 2,No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: ZY;<zq Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ -- Commercial ❑Y�es/ 10 No �If yes, site plan review# Current Use Proposed Use i ;. APPLICANT INFORMATION 4��3 (BUILDER OR HOMEOWNER) Name Telephone Number Address License # 00 Home Improvement Contractor# Email6LA&Idl Q) Worker's Compensation # ALL CONSTRUCTION D RIS ESULTING F2 M THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE YO VZ i r 1 t FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED y MAP/PARCEL NO. ADDRESS VILLAGE t i OWNER f a DATE OF INSPECTION: FOUNDATION FRAME 5� INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FNAL BUILDING 11 2116- QAT-,E-,-CLOSED OUT AS56 fkTION PLAN NO. t Department oflndustr ial Accidents ' Of ce of lizvestigations 600 Mashingtara,street Bastan,` [1��(A 021/�1F1a wivi Workers' Campeusation Insurance AffldaNdt: Bui-Itiers/Contra.ctors/Electiicians/Plumbers Applicant Information Please Print Le�ibl� Name CBusin s/organizalon/LndiVZduai): • 6 Address: R, q,5' City/State/Zip: '1j1��VlaF AIA, 02S.3 Phone Are you an employer?Check the•apprapriate •:- Type of project(required): 1.❑ I am a employer-v t' 4. ER I am a general contractor and I 6 L New construction employees(full and/or part-time).* have hired the sub-contractors listed on the attached sheet ❑Remodeling 2.❑ I am a sole proprietor or partner- • ship and have uo employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp.insurance. 9. ❑Building addition [No workers' comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised fneir 10.❑Electrical repairs or additions 3.❑ I ain a homeowner doing all v.Aork' right of exemption per MGL ME] Plumbing repairs or additions myself [No workers' ecmp. c. 152,§1(4);and we have no 12:❑Roof repairs insurance required.]t employees.-[No workers' 13.❑ Otber comp.insurance required..] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners who.submit Phis affidavit indicating they are doing all work and then hire outside contract6rs must submit a new affidavit indicating such. tContractors that check this box must attached an additional'sheet showing the name of the sub-contractors and their workers'comp.policy information. I cart art errxplayer that is providing tvarkers'cvmzpensatiGn insurance for any employees. Belot,is the policy arrd fob si`e informa'iiom ; Insurance Company Name: `` Policy#or Self-ins.Lic.#:_ Q 7� u2-6 l9-7 Z-Z - Expiration Date: � Job Site Address: 1C City/State/Zip: t Attach a copy of the workers' corupeas oa pol.My declaration gage(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition•of.crinvnal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well 3s civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a d.a"y.against f-,e violator. 31,-advised that-a copy of this statement may be fonXrarded to-the Office of Irlvestigations.o€the DIA for insurance coverage wrifi.cation I do hereby certify ander•the pains and penaties of pcijuly ihai`fire infor motion provided above is zt are�atd correct_ iature: Date: 7/2-4/L/ Phone# On -71 ,l Ll Official use only. Do rot wr he in dais area,to be courpleted by city or town official City or Town: Perm tMeense Y Issuing Authority (circle cane): 1.Board of Health 2.Building Department 3.City/Tuwn Clerk 4.Electxicai In-specter 5.plumbing Inspector G.Other y Contact Person: Phone 4: e� Subcontractor's Insurance 2012 GL;Pohcy GL Policy WC Policy WC Policy ` Sub Contractor, Effective Datey Expiration Effective Date Expiration ; All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 12/01/14 Baxter Nye Engineering&Surveying. 508-771-7622 08/111/05 09/29/12 : 08/20/04 11/20/14 Campbell,William 508-790-3517: 08/26/04. 08/26/12 07/13/04 10/13/14 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 : . 11/13/14 Cape Concrete Forms 508-922-1910 :06/05/07 09/29/12 12/07/07 :11/13/14 Carpet Barn Inc 508-548-1443. 01/01/06. 05/01/13 01/01/05 09/20/14 Chaves, Robert 508-362-9929 08/13/04 08/13/12 12/17/04 11/13/14 Christopher Costa&Associates,Inc: : .: 01/22/08 08/27/12 02/06/07 . 12/13/14 Coy's Brook, Inc 5087394-8442 04/24/04 04/24/13. 09/21/04 12/13/14 Davids Building&Remodel: 508 4.28-3214 01/01/07 01/01/13 06/14/04 12/01/14 Hill Construction 508-888-8154 04/29/07 04/29/12. . 08/14/04 10/13/14 Jeffrey Lauder 508-221-1046 1.2/09/06 04/05/12 . .DBA-N/A . 09/20/14 Kitchen Appliance Mart:. 508-771=2221 08/12/04 08/12/12 01/01/05 12/01/14 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 10/13/14 Northern:Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 12/01/14 Pastore Excavation Inc: 06/05/08 : . 06/05/12 10/12/08 11/13/14 Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08. : 12/01/14 �•-rI GUI LU14 1J.U:J IFIYLUNEV:bLNV1Gt5 P(-`UE 01/03 jog SHEET TAYLOR D��9� :. m-%� CALCULATED BY- � _ DATE-8_ CHECKED B DArE—.. . 7 WALE ..................... ..... ...................... .. .............. .......................h................... :......... ._:..... ..4...................._._....... ..._ ...._ .... .... ..... .. .................. .. .._..-.. .. ._.... a............. ...... —.... � ........_.._...... i• �/� :.............................:........................._..................... 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''� ` ........... � ..P . _ ...... ...... ...._. ..... .... ' I........... ........-._....:........_.................. ........._..._ _. _ __ .... _ ..... t �.... ..... C. .......,.................................... ...............�f.. .... _.. ... ...... ._. .... ... ..... .. ..... _...... ._.._... . ......_....... . ... _..,. ; �.. Registry ID .Home Energy Rating Ce rtl f,cate Rating Number. Certified Energy Rater:: Bruce Torrey :71 Spnng Brook Lane: Rating Date:.. 07/24/2014 Cotuit,:MA;. Rating Orde.red;For Bayside Builders cr. A - ,.. 2 Estimated Annual Enemy.Cost, :. t� Use MMBtu Percent 5 Stars Plus .. . - Heating 41:4 ..9% G . Projected Rating :.C _ HERS.In... 64: Cooling 2:7 : 12% �.�.,):.. Hot Water 17.6 2% Prj@ect d Rats 'g� Based on Plans Field Confirmation Required. Lights/Appliances 16.4 74% w PhOtOVOttd1C5 70.0 -0% eraliforma i "n Conditioned.=a 1736 sq. ft. House Type Single-family detached Service Charges 3% Conditioned Volume 16892 cubit ft. Foundation Unconditioned basement Total 78:1 100% Bedrooms : 3.. Criteria Mechanical;Systems features n home me rexceeds m m or.the following:?li' h ets o the minimum:criteria f --� 2009 International Energy Conservation Code Heating; Fuel fired air distribution, Natural gas, 95.-0:AFUE. Water Heating:: Instant water heater, Natural gas; 0.82 EF,0.0 Gat. 2012 International Energy Conservation Code Cooling:::: Air conditioner, Electric, 13.0.SEER. . . . Duct Leakage to.Outside 68.00 CFM25. Ventilation System Exhaust Only: 80 cfm, :6.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-38:0 Slab None Seated Attic NA Exposed Floor R-30.0 Vaulted Ceiling R736.0 Window.Type U-Value:.0.300, SHGC: 0:300 Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50. Home Energy Raters LLC Foundation Walls R=0.0 Method Blower door test PO Box 989 Sandwich MA 02563 'Lights and Appliance:Features L,..,..._:�_-._...__�. •- - :.:_._,.._�..;.. 508-833-3100 Percent Interior Lighting 100.00 Range/Oven Fuel Electric. Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric info@energycodehelp.com Refrigerator (kWh/yr) 691.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.46 Ceiling Fan (cfm'/Watt) 0.00 The.Home Energy Rating Standard Disclosure for this home is available from the rating provider. REM/Rate- Residential Energy Analysis and Rating.Software V14.4.1 This information does not constitute any warranty of energy cost or savings. ' ©1985=2014 Architectural Energy Corporation, Boulder, Colorado. :; - R Massachusetts -Departmenfiof Public Safety Board of Building Regulations and Standards I,I.I��I I:,I I1.':�.1:I�:,,I:-.i.�.:-::I.,,I,..'I;,-�'',..,::-I.'.,.I�II��,...:I,:,,-.-..I,�.-.,::...:;I:�,.,::,1.".-1::-.,-..�.It�.:���"..�,..:-...,,o1::...--11.::.1.;..1.,.1�,.-,I I1,,,-..��:,�.:,��.:1:..�I�.�.I,�.-::1-I,,I�,:�I.�.�I 1 1-:�-..��I 1�I�1�--!1;.I.;II 1...,I.,.1�.I.�,-I..�1,.-1I...,.1�I1I I.I.1I 11-:.11I,..,�I1,�:I�!.;.,,"I�,1:,%I.:I...I.�.-.I.%.I1 1,.�.:',I._i�%-���..z.,,�..�-I",...�I�i,,I,��e,,��:1I,.�,.,:,.:�.-:,,���..�.-4-�,,i:I,;,---,-,:-.-.��,��';-1,_�,:-1;,.,.�-:,1I���1���-,.;.,::1';:-l,-.:-l�7.�,�w',,-,_'�';-,,..���.-....-:...,-���.,%'..I-.�..��,�..-�:�:!,.�I:,�-,,.i I f.�.'".�.��,-�!�I-,-;:-�..'-�,%.'�:I�:1,-�,,,".�.:-,�:;'!��.;�,,""�I7��-�."."..�:"I:1,.1,.,,,1-..:;-- Construction Supervisor - -,-.�!",,!-,�,:I-�I��;t--�:�.i1"��,l'�1 t;',:�,��1t:i.::',,,'�,,.-..�',',"�1�--.,,O,.,'�.:.��,��"i�"�:�,1--,��,,,'�-�,�,!,,,:,,::,�.."�.��'"�'�,---�,v-,J i",,,;��,-��.�!1...� License: CS005645 I - ,."�-.�",1�".-,.,t�.':'-.'-�-,4�-":n�',�,-1-:.:,�.���.. -,:i"�",,2,-,.�,.'`�.,'�,�,,"",-�,:I"��,�,;J'�,,,i,,-",,.�,�,-l�-'�-2i.,�;".".��"`,:.,�,.�"-�2,',�,,�,���,":'-:�:��'��'���-',.,,.-_;v�;',��,-�,-,,������,-'--�',�-,.;-�,",r,,","�,"-,,:,��,��,"I,,�-,��"-;,�,,.:�"`�,;��."-,�,,-�.�..�";..",,,`,1..,:(1-,.,i,",-,'i�.".i"-",,�`,�-i"�,'---,.'�,,T.".�-,::"'�1��I �',%-1��,,-!,''',:,�,,",�,�,�,,�-�-,,--.-�,,�-���,:",�z���',:�,�.,-,.`�-��".---,�._,-,,�"',,�,-" �,:',;,,.,�'',i,�,�,�,,,"�.�,',",�,--.',�'-.�--,),,,,'�%��'l;:.,,,.,.,,:",:,�;:-,:1]-,-�1��,�,�-�,,�.,',��.�:'",,',':�,". 1 f ., o .�` �:. i BRUN T DACEY.—` '� PO BOX 95 -T��IV—:vi I�,- �I--,"��--I-_1-,-I,,--�7;--,%,, ,;�,'�"--,, ;::. /` , , CENTERVII.LE FVIA 02632 ,, ',/ Xc S il'141\` �,.�,, �11 Expiration Commissioner 04/19/2016 /` w 1. 1. f` mimmm MW 1. 449am S 6 J .. 'max • ti°F(ME Tp� Town of Barnstable.. ti °^ Regulatory Services ' t 9$ '$ ThomasF. Geiler,Director ��TFDi�a�k1� BuRdincr Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Tm-m.town.b arnstable.ma.us office: 508-862-4038 Fax: 50B--790-6230 Prop eAy Ovme' r Must Complete and Sign This Section If Using ABuilder I, • 0 J. -14 0'wner of the subject property hereby authorize 1 e- to act on my behalf, in all matters relative to.-work authorized bythis building permit application for; . (Ad ss of Job) V2-u A-/J 4 • (Sign tore of Owner ateIt Print Name QTOP-MS:OWNI R'ERMIS5ION AWC Guide to Wood Construction in.High. Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 DELUXE VILLAGER MODEL-COTUIT MEADOWS Q 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) ...... 1 stories <_2 stories Q Roof Pitch ..: ..::.......................:......:.. . ................. .........(Fig 2) ........................... ......................8 s 12:12 Q Mean Roof Height ........................................:..._ ............... :.. .:..(Fig 2)..................:.:...:..........................16 ft <33' Q.Building Width,W................................................................(Fig 3)................................................:: 52 ft <_80' Q Building Length, L ............................ ......... ...................(Fig 3).... ......... ................................74 ft <_80' Q BuildingAspect.Ratio ......... ..................1.5 <_3:1 Q P (I-�M .:.:.:... .....,.............. .....:.:.(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 FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ...................... ...............(Table 4)................................................... 32 in. 0 BoltSpacing from endfoint.of plate .............. .............(Fig ......... .........12 in. :5 6"-12" Q Bolt Embedment—concrete. :.................................:.;.(Fig 5)............... Bolt Embedment—masonry..........................Y-7.:..........(Fig 5)......... ;................................. in.> 15„ N/A Plate Washer.... .................................................. ....(Fig b)................................................>37 x 3"x.%." 3.1 FLOORS Floor framing member spans checked ................................(per 780 CMR Chapter 55)........ .....,.................. Maximum Floor Opening Dimension.............. ........:......,. (Fig .,)::: ... .. ft<_12' N/A Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..................... 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 infield . Q 4.1 WALLS Wall Height Loadbearing walls......... ,...... ...................... ......::.(Fig 10 and Table 5)...............................8 ft < 10. Q Non-Loadbearing walls ...................... (Fig 10 and Table 5).............................18 ft <_20' Wall Stud Spacing ...:.:.. ............(Fig 10 and Table 5 ...24 in.:5.24"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 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls...:....................................................(Table 5)....... ..................................2x6-8 ft 0 in. Non-Loadbearing walls................................................(Table 5)........................................2x6-.18 ft 0 in. Gable End Wall Bracing Full Height Endwall Studs........ ......0;.......................;..:(Fig 10)..................... ........................ ...................... WSP Attic Floor Length.................................... ...........(Fig 1 1)..�..................................... ft 2�W/3 N/A Gypsum Ceiling Length (if WSP not used)...................(Fig 11)...................................... ......26 ft 2:0.9W 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 spa cing in end joist or truss bays Double Top Plate Splice Length ........... ................ (Fig 13 and Table 6)..,......................................8 ft Splice Connection no. of 16d common nails)......... ....(Table 6)................................................................6 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 O.in, :5 1 V Sill Plate Spans ...................v................................ ...(Table 9)................ ...........3 ft 0 in. :5.,ill Full Height Studs (no. of studs)...............;......................(Table 9)..............................................................3 Non-Load Bearing Wall Openings(record largest opening but check:all openings for compliance to.Table 9) Header Spans.. .(Table 9)........ :5 12'...................... ................................. ... .....................................8 ft 0 in. Sill Plate Spans.................................a...... .............(Table 9)........... ......... -.......—ft in. :5 12" N/A Full Height Studs(no of studs)......... I .. I...........................(Table 9)...............................................................3 Exterior Wall Sheathing to Resist,Uplift and Shear Siirnultaneously4 Minimum Building Dimension iW:. Nominal Height of Tallest Opening2 ............ ............... ............................;..:.........6'-8":5 6'8"... . Sheathing Type...............................................(note 4): *........ ........ ............... ............WSP Edge Nail Spacing_.;.:..:... ............. .... (Table 10 or note 4 if less):.................... ....Jin... Field Nail.Spacing...:.:: ... ...................._..:.....(Table 10)..................................................;0.12 in. Shear Connection (no.of 16d common nails)(Table 10)............................................................4 Percent Full-Height'Sheathing.......................(Table 10)......................... ............................:30% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..,.. .......... Maximum Building Dimension, L Nominal Height of Tallest.Opening2.;�..,. ............................................... W-875 6'8" Sheathing Type........... ...............................(note 4).........................................................WSP Edge Nail Spacing..........................................(Table 1 1:or note 4 if less)..........:.....................3 in. Field Nail Spacing...........................................(Table 11).................. ........a..................12 in. Shear Connection(no.of 16d common nails)(Table 11)......................................................... 4 Percent:FUI17Height Sheathing_,.*....................(Table l 1) ....15% 5.6/6.Additional Sheathing for Wall with Opening>6'8':(Design Concepts);..................... N/A W611 Cladding Ratedfor Wind Speed?.................... ......................................... ..................... ........................................... AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (Igo CMRa301.2.1.1)' 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 U3 Q Truss or Rafter Connections at Loadbea.ring Walls Proprietary Connectors Uplift......................... ...................(Table 12)...........................................::..U=236 plf Q Lateral........::.................................::(Table 12)...............................................L=176 plf Q Shear................................................(Table:12).................................................S=77 plf Q. Ridge Strap Connections, if collar ties not used per page 21... (Table 13).................................T= plf N/A Gable Rake Outlooker......................................... (Figure 20).............. :ft<_smaller of 2' or U2 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),:.(fable 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 able 2 DELUXE VILLAGER MODEL MEETS THE CHECKLIST IN ITS ENTIRETY,THEREFORE THE FOLLOWING NOTE APPLIES: Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in:its entirety then the,following metal straps and.hold downs are not required per the WFCM:110 mph Guide: a. .Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception` Opening heights of up to.8 ft..shall be permitted when 5%is added to the percent full-height sheathing shown in Tables ire 3. T eubottomtsill plate in exterior 1 wallas 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 A,WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR s301.2.t.i)' -WHEN THR EDGE FEM ON PAAMING UM8d NAMS AT6"o c .---11___�_T__ II 1 - it 11 11 1 - I 11 - 11 '• 1 ' .` 11 I = .. 11 Ir.r 1 - :. F .. .. ... .. .. 11 F 44 11.m. .. ... lt 11 Q 11 , CD �p a. Ill II /1 .. O to 11 .... .... .. :: I! W it ..- : 11 Q I l J I ~ - .1 14 .. 1W? 11 it ll .:. ... 1 r1 11 00b8LEEA(aE MAILSPIACING �t PANEL d .: See Detail on Next Page :. Vertical and Horizontal Nailing for Panel Attachment . _ _ _ A.WC Guide to Wood Construction in.High: Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CM]i.5301.2.1.1)1 lu _ . Z U1 I, .QD 06 AC FFAMING MEMBERS i i � EDGE RdTERME�IAT£ "i� �i i. 3M.. 14 �__�_ —M — 4 — ^ STAGGE 3"MIN RED NNL PATTERN PANEL PAW—EDGE DOUMA NAIL EDGE SPAMG DETAL Detail Vertical and Horizontal.Nailing for Panel Attachment 2009 IECC Certificate 71 Spring Brook Lane,Cotuit,MA Building Envelope Insulation Ceiling R-38.0 Above Grade Walls R-20.0 Foundation Walls R-0.0 Exposed Floor R-30.0 Slab None Infiltration Htg: 725 Clg: 725 CFM50 Duct R-6.0 Duct Leakage to Outside 68.00 CFM @ 25 Pascals Window Data U-Factor SHGC Window 0.300 0.310 Mechanical Equipments HEAT: Fuel-fired air distribution, Natural gas, 95.0 AFUE. COOL: Air conditioner, Electric, 13.0 SEER. DHW: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal Builder or Design Professional Signature Brew Poy�e/q15�% REM/Rate Residential Energy Analysis and Rating Software v14.5.1 Reg Home Ener Rating Certificate Rating r 145271191 gV Rating Number 14523 Certified Energy Rater Andrew Popielarski 71 Spring Brook Lane Rating Date January 2015 Cotuit, MA Rating Ordered For Bayside Builders Estimated Annual Energy Cost Use MMBtu Cost Percent 5 Stars Plus Heating 40.2 $128 10% Confirmed Cooling 3.3 $195 16% HERS Index: 61 Efficient Home Comparison: 39% Better Hot Water 10.8 $14 1% Lights/Appliances 17.9 $881 70% Photovoltaics -0.0 $ 0 -0% General Information3� �� � � Conditioned Area 1736 sq. ft. House Type Single-family detached Service Charges $37 3% Conditioned Volume 16892 cubic ft. Foundation- Unconditioned basement Total 72.3 $1256 100% Bedrooms 3 Criteria Mech _ dniCdl'Systems Features This home meets or exceeds the minimum criteria for the following: Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. 2012 International Energy Conservation Code. Water Heating: Instant water heater, Natural gas, 0.97 EF,:0.0 Gal. Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 68.00 CFM25. Ventilation System Exhaust Only::76 cfm, 15.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features; x* ' t . a ��A Ceiling Flat R-38.0 Stab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-36.0 Window Type U-Value: 0.300, SHGC: 0.310 .Certified HERS Rating Company Above Grade.Walls R-20.0 Infiltration Rate : Htg: 725 Clg: 725 CFM50 Energy Raters of Mass Foundation Watts R-0.0 Method Blower door test 180 State Road Suite 2 upper u hts and Appliance Features sagamore Beach, Ma. g Pf 888-503-2233 Percent Interior Lighting 100.00 Range/Oven Fuel Natural gas Info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric , Refrigerator (kWh/yr) 652.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.00 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis:and Rating Software v14.5.1 5363711 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. Air Leakage Property Organization HERS Bayside Builders Home Energy Raters LLC. Confirmed 71 Spring Brook Lane 888-503-2233 January 2015 Cotuit, MA Andrew Popielarski Rating No:14523 RaterID:5363711 Weather:Barnstable,MA Builder Spring Brook 71 Bayside Builders 14523 -Spring Brook 71.big Whole House Infiltration Blower Door Test Heating Cooling Natural ACH 0.09 ACH Ca) 50 Pascals 2.58' 2.58 CFM @ 25 Pascals 462, 462 CFM @ 50 Pascals 725 725 Eff. Leakage Area(sq.in). 39.8 39.8 Specific Leakage Area 0.000161 0.00016 ELA/100 sf shelf(sq.in) 0.741 0.74 Duct Leakage Leakage to Outside Units ) 1st duct CFM 0 25 Pascals 68 CFM25 / CFMfan 0.0314 CFM25 / CFA : 0.0392 CFM per Sid 152 N/A CFM per Std 152 /.CFA N/A CFM @ 50 Pascals I 107 Eff. Leakage Area(sq.in) 5.86 Thermal Efficiency N/A Total Duct Leakage Units CFM25/CFA Total Duct Leakage 00397 Ventilation Mechanical Exhaust Only Sensible Recovery Eff. (%). 0.0 Total Recovery Eff: (%) 0.0 Rate(cfm) 76 Hours/Day 15.0 Fan Watts 15.0 Cooling Ventilation Natural Ventilation - ASHRAE 62.2 2010 Ventilation Requirements For this home to comply with ASHRAE Standard 62.2-2010 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings, a minimum of 47 cfm of mechanical ventilation must be provided continuously, 24 hours per day. Alternatively, an intermittently operating mechanical ventilation system may be used if the ventilation rate is adjusted accordingly. For example,a 95 cfm mechanical ventilation system would need to operate 12 hours per day, as long as the system operates to provide required average ventilation once each hour. REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. HOME PERFORMANCE HERSO Inde More Energy ENERGY 150 WITH MASS NEW Existing 1140 30 RAT I N G Homes HOMES REBATE Standard p110 New Home 100 CERTIFICATE yyI i� U I1+ 90 1 80 - 70 ihls Home _ 60 61 �.50 40 30 20 i Zero Energy 1 Home Less Energy Estimated Annual Energy Cost Estimated Annual Energy Consumption Ali 1500 - 80 0 ri 1250- 1,256_ 7s0 1000 881 i (:t 60.01 T 750 A `^ 500 1 �? m 40.0 250-� 20 0 0.0 � ;. I , . �, Cz on on N. O N L ~ O 2 V 2 �n, Oj V N O N t#1 O, as (a a tA Address 71 Spring Brook Lane Annual Estimates" Certified HERS Rating Company Cotuit, MA Electric(kWh):_5704 Energy Raters of Mass House Type Single-family detached Natural gas(Therms): 528 180 State Road Suite 2 upper Cond. Area 1736 sq. ft. CO2 emissions(Tons):6 Certified Rater Andrew Popielarski Rating No. 14523 Annual Savings": $1142 Rater ID 5363711 Issue Date January 26; 2015 Registry ID 140271191 Certification Verified "Based on standard operating conditions Rating Date January 2015 Based on a HERS 130 Index Home Signature REM/Rate- Residential Energy Analysis:and Rating,Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. s� TOWN OF BARNSTABLE a ig �HE201404907 B UJI BARNSTABLE, Issue Date: 08/20/14 Permit y MASS. $prFO 39. A�� Applicant: BAYSIDE BUILDING,INC Permit Number: B 20142193 Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 02/17/15 [Location 71 SPRING BROOK LANE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002095 Permit Fee$ 1,020.00 Contractor BAYSIDE BUILDING,INC Village COTUIT A Fee$ 100.00 License Num 005645 Est Construction Cost$ 200,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A 3 BEDROOM,2 BATH RANCH STYLE HOME WITH THIS CARD MUST BE KEPT POSTED UNTIL FINAL ATTACHED 2 CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 95 INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: JL Building Permit Issued By: t THIS PERMIT;CONYEYS NO RIGHT TO OCCUPY ANY STREET`°ALLEY OR SIDEWALK OR='ANY PART3THEREOF EITHER ORARII Y'O E ROACHMENTS ON PUBLIC PROPERTY.,NO a SPECII7CALLY.PERMITTEDDNDER THE BUII.DING CODE,MIDST BE APPROVED BY THE JURISDICTIONt: STREET qR ALLEYtGRADE&A$'• Ll A EPTH A LOCATION OF PUBLIC SEWERS MAY 11 OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS THE:ISSUANCE OF THIS PERMIT;DOES NOT RELEASE%THE APPLICANT�PROIvi'THB CONDITIONS OFANY APPLICABLE SUBDMSION > RESTRICTIONS f MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. ° --- 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). s 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT,STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). VISIBLEPOST THIS CARD SO THATIS , BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS jai 2 2 /,o — o • — /�o/rs 2 3 �'j—1—T j 1 Heating Inspection Approvals Engineering Dept Fire �pt alex2 ���s Q!�- .��o�� ,e�l</.0 rd 01 �� / �t"Eti Town of Barnstable , Building Department - 200 Main Street * S& * Hyannis, MA 02601 9�A i639. � (508) 862-4038 rFn r�°i Certificate of Occ-upancY Application Number: 201404907 CO Number: 20150010 Parcel ID: 002002095 CO Issue Date: 01130115 Location: 71 SPRING BROOK LANE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: COTUIT' Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: �— 3 0//s- BuildiTig Department Signature Date Signed Co: nixouvveafth of TvIa.ssadiuset. iy_ 5 Sheet Metal Permit P Date: Ib ,3 PERM.:. IT ermit b (Q� �J Estimated Job Cost: S 5,00 a OCT —7 2014 . Permit Fee: S $5 . 0 0 Plans Submitted: YES ?C\NCI pF BARNSTABtts Revie-wed: YES NO V Business Licenses (0 Applicant License_ a M Business Information: Property Owner/Job Location Information: Name: VI'n G�1`� Leh arrle �' Y� I i I C 1V� : } l � Street. l�1 Q k 11 4— Street: rl I skrmkl,, Lh , .j " �+ City/Town: �haH'Layo City/Totivn: CL Telephone: q U5- l )G�--� Telephone. nIA Photo I.D. required/ Copy of Photo I.D. attached: YES Vf lti0 ' - '`Stnii IL•iUal J-1 /M-1-unrestricted license 3-2 %_1-2-res ri ted to dig-ellin,gs S-stories or less and cor.=eScral up to 10,000 sq. .—Lb../2-.stories or less Residential: 1-2 family `✓ _lulu_amil'Y Condo/To,.vnlh.ouses Other Commercial: Office Retail Lzdustrial Educational Institutional Other Square Footage: under 10,000 sq.R. ✓ over 10,000 sq. it. Dumber of Stories: Sheet metal work to be completed: Neti, Work: ✓ Renovation:: I-iT-,TAC ✓ Metal_Watershtd Rooima Kitchen E�hal_st S-stern _Metal Chi=ey/Vents Air Balancin? Provide detailed description of work to be done: Ali INSURANCE COVERAGE: i r t' I have a current liability insurance policy or its equivalentwhich meets the requirements or M.G.L. Ch. 112 Yes \ No❑ i If you have checked Yes, indicate the type of coverage by checking the appropriate box below: bond ❑ A liability insurance policy ' Other type of indemnity U OWNER'S INSURANCEWAIVER:-I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requiremervt. I I Check One Only Owner ❑ Agent ❑ I I Signature of Own�.r Or Owners Age nt By checking this boxy,I hereby cartify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application"vill be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Progress InsLectionS 7 Date Corr?ii� cnts Final Inspection - - - - - - - - - - - -Co=,5nts - atP. i I yp_e of License: ❑ master Title Master-Restrict=u City,i own ; (=1Jour neyperson I 9 v v Si n ture of Licens - Pamit ny f ❑�OU( F;aperscn-Rests tad �l! /' 7 License Number: vX U Fie e I (� Ch`✓ck al:V' "T !asS g0Wd oi I Inspector Signature of Permit Approval i I r/ ke C'ommorryvwkh of•Uassa-chusetts Depm f nenf of�17 lost l-4cciderr& - o ce of rnv;sSt��ons 600 Wayhingfon Street Boston,MA 02111 w-t+�rt�.arzr�ga�s�rlex orke.ts' Compensafiunlus -ace davit Bliilders/ConfraEEnrsMecfricians(Plumhers Applicant Infarmation Please Print Legib N3E \ Otgmizalonl]&,idvaD: WV'_R_n o n J 1 h t ) n Pl knir,$1 nh y �� t.c>4�n C", 7n 1'Y�=l.L1�-S�. U ��1 I q,yl, �A`l,D 1••1�' 1 J [,O x, 1 cX U U City/J'tat&7ip= C-H.-4 {.n m r 1 A Phonz � ( � 0,0 J C -Are you an employer? Check the appropriate bo- I Tye of project(req d)_ L FV I am a employer wi le 3 4. ❑ I ant;a general c=fmctor and I * have hired le su ontracfats. b_. Neu�c ma x-tjon e�foyees{;"uI1 and/or part�im�)_ ?_❑ I am a sore pmpetor orparta-- listed on the attaclzed sh-p5ef; 7- Fi--=deal g These snb-contractors have ship and have no�plo j�ees S_ ❑Demrlitioa -vr ? forme in an• ci-r_ . employ— and have wodcers' _ ❑Bui-.tm,-add:ficn or�_n� y��-3 t , [lira wore.' Como:*n urmce comp_insl ance_l o 5-❑ We are a corpo;atimaad its 10- I E ectrical repairs or additions 3-❑ I atn a homeo-,zm-Z-r doing all word- ofEcers ha:�m exercised(heir II-E]Plumbing repairs or additions myself- [No urc ram'comp- right.of e-=ptiaa per MGL 12_❑Roof r,m m ;�� r,eeregoirza_]E c_ 152, §1(4),and we-hm.a aD employees_[No workers' l _❑other corm_insurance rmquu�I_S *z -._Fk_ u. -zcx r.: O on:' o-Itth-e-SEC tioabei,-_5ho win zffie**Work ss�co���lia` j HoweownE—,who s.aD=t mis Efa-ds it inEL��Z trey Rm&-m-,&Hxf [End thm hkE outside in"'r m sacs Cmt: mrs 6-s-,�.-k thds E maw,a—'rh{xa zQ-dmonst meat sII�tha nre a*ffm si>5-cmft3cba=d sta tt vrhzti orrAt iz_sa n Y aEp!,r}es. If the sa---co-r'taL,as h-c-emlcf--s,caez'mus pa-ov�ids tl�tc ark_<s'comg.neLcF numb- I am ar.ar:Epr firer is ptm�im:rxg tt�or�c-rs'cottrtz�rsati¢n n.�rtrrcacx far may,err�p�es: ��fatr is fft�policy and jc6 site infomatio:rt_ Imsmace GotnparrrName: Act, �rr�r��� �r, �ns u x �c� �_�• r,z p n� J Policy erSelfias-Lim- U Q ! )( 7 a L GG4 I L/ ExpiiationDate / Job Si%--Ada�---ss_ C&'Y"StatelZip: Attzcbt z•copy of the workers'compensati m policy dedarstion page(showing the policy zfuruber and sex i tiou date). Failure to secare coverage as requLre-dumder Sectioa 25A of MGL c. 152 can lead to the imposition of criminal penalties of a Eme up to$1,500.00 and/or axe-yearimprisov t,as well as civil peualfies in the.fom of a STOP WORK ORDER-and a fie of up to$250.00 a day agairt- the Violator_ Be advised that a cep-jr of this statement may be forwarded to the Office.of Imcestiptions of the DLk firr invxaneg caverage verrtication- I da#Err ebb cvrhfy under tka prams drrrI panaffies nfperjrtry iltatthe infornz'at&q prmrzdc<dabm,c is fnw and Correct t � Bate' l�nonA r_ DY `i H ---)/o© e Y, �o J OficicrI tr;se arily. Do-not ratite in this ttrer,fct ba camp£eted by di(v or town oflictaL City-or Town: PM-Edt/I,ieet2se 9 E-ming Antharity(drde one): 1.Board of Health 2.Building DTartmtnt S.Cit-TlFown Clerk 4.EIectrical Fnspector j.Plumbing hispector 6.Gther Contact Person: Phone'9._ 6 AC 6 CERTIFICATE. OF LIABILITY INSURANCE us2a-2o1a THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE - HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE.A CONTRACT BETWEEN . THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER: IMPORTANT: If the certificate holder is an ADDITIONAL.INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,' subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER -. -. CONTACT - NAME: ROGERS&GRAY_INS_AGCY PHONE FAX' 434 ROUTE 134. AIC o Ext E-MAIL SOUTH DENNIS,MA 02660.' INSURERS)AFFORDING COVERAGE NAIC if _ - - - - - INSURER A:ACE AMERICAN INSURANCE COMPANY. - INSURED - INSURER B: - W VERNON WHITELEY PLUMBING&HEATING_ CO INsuRERc: INC&CHATHAM SHEET METAL INC - P O BOX 1266 .- - INSURER 0.: - WEST CHATHAM,MA 02669 INSURERE: INSURER F: - - - - - COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES.OF INSURANCE LISTED BELOW HAVE BEEN•ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION-OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED.HEREIN IS SUBJECT TO ALL THE TERMS,-EXCLUSIONS AND CONDITIONS OF SUCH POLICIES:LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IPOLICY EXP IN.7R TYPE OF INSURANCE INRR.WVID POLICY M SUB IODNYCY F MMIODNYYY LIMITS . GENERAL LIABILITY -. - - - - EACH OCCURRENCE S COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED i - PR ISES We occurronco S - CIAIbiS-MADE❑ OCCUR .. - - . . . I . _ - MED EXP(Any one person) S PERSONAL 8'ADV INJURY $ . . . - GENERALAGGREGATE . GENT AGGREGATE LIMIT APPLIES PER: _ - PRODUCTS-COMP/OP AGO S POLICY M JECT LOC. AUTOMOBILE LIABILITY- - - - _ ae81[ED SINGLE LIMIT S - - ANY AUTO BODILY INJURY(Per Person) S ALLOWNED SCHEDULEDAU AUTOSBODILY INJURY(Pe(aatident)TOS HIRED AUTOS NON-OWNED - - �20PE TY AMAGE r AUTOS - e $ UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE - AGGREGATE. $ - DED RETENTIONS $ WORKERS COMPENSATION - - - .X- WC STATU- OTH-- - - - AND EMPLOYERS'LIABILITY _y�N - TORY LIMITS ER ANY PROPRIETORIPARTNER/IXECUTIv��WA - -E.L.EACH ACCIDENT - $600,000 OFFICERM EMBER EXCLUDED?'. I NNJI - 6S62UB 10-01-2014 10-01-2015 - (Mandatory In NH) - E.L.DISEASE-EA EMPLOYEE $500,000 - If yes,deserbe undor - 9972L664 DESCRIPTIONOFOPERATIONS below - - E.L..DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS!LOCATIONS 1 VEHICLES(Attach ACORD 101,Additional-Remarks Schedule,If more space Is.required) - - - CERTIFICATE OLDER CANCELLATION TOWN of BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE 200 MAIN STREET CANCELLED BEFORE, THE EXPIRATION DATE THEREOF, HYANNIS,MA 02601. NOTICE-WILL BE DELIVERED IN-ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE JOHN J.LUPICA.President c gCORD COR ORA ON.All rig is reserved. . ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD SHEr°�sst Town of Barnstable' o Regulatory Services II,CIiTif�.c mx i r.Lti3t Thomas.1+,'.Gei}cr;Director 'BalldxngDIvislon Tom ferry,l3uiI dill g C;o missiorer 2fG hiauz slxcet,:I ; n is, t-;A.Q2bI rs�.tn�n.bcrnstati}e.n�a,*;s office: 508-962-4038 Fa:x 508=790-6230 { RrOpsfty { wttr lM s t COMplete anct Sz ti 'I'l rs Sectioa If LTs:i�.� �4psu7�rler o + f 2s G`a .e.t of tre subj c-,.property lieze by ai_:al in 211 zuLtez3 mktiye to w�)zk au,- orn..«d by uj ciT Y y y�i appJzc l aa for. or TJbV 5 t af G Cr Data If_Prooe-1 Cis appl e forpe. tplease Comp ete the -H.omeovnieers License Ex-mption Form on thA, revel-se side. Q:FoRMR:oVr FExFEr_tW»r, Lr /c Fold.Them Detach Along All Pedoraiions COMMONWEALTH OF MASSAC.HUSE.T TS .o o BOARD SHEET METAL WORKER SM AS.A BUSINESS ISSUES THE ABOVE LICENSE TO:.` TYPE ERIC l WH.ITELEY :, I' VERNON WHITELEY P L B G_B 28 VILLAGE LANDING G' P.0 B_O X -12 6 6 W` CHATHAht ItA :.02669,' - 292629 1'60 12/22/14 29262:9 I:. . � . , - Fold-Then Detach Along All Perforationsi- - - - - -6M MONWEALTH OF MASSACHUSETTS BOARD OF 3 SHEET METAL WORKERS ; h ISS t ES`k THE ;FOLLOWING'`,LICENSE I. ` ' AS A MASTER UNRESTRICTED `� < x _ h ERI£ T 'WHITELEY Ics y R�0 BOX- 248 WEST £HATHA44 M MA o266'9 02�+8 :2967. - 02%z8/IG �80512 ASSACHI7SETTSI DRWER'S ' [77777 LICENSE U, fA 1 9ithb 4d NUMB R - �` Zv2u1 NONE S7Q199?11, _x1970 cr6�6" c a 1811 MAIN STei W CHATHAM MA 02669 T r -=— � ��5DD 0109-2014 Rev 07•1S2009 :,t �- TempParcelEdit Page 1 of 1 g � 10 wl y 1.s�1 Logged In As: Wednesday,January 16 2008 Frank Schlegel New. Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 ' 002—` 095 1 _t Street Number: 71 Unit: Dev Lot: ,]LOT 95 .. . ._...._ Road Name: SPRING BROOK LANE T/R: Sec. Road: T/R: villlage: 07 - Cotuit =I Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK^617/69-75 (APP 7-62) Date Added: Updated: 760 date ' D�el�ete Add A o her", p, x; _. httn //i.c.cn1 /Tntranet/Pmndata/TemnPa.rceI Ed]t.asnx?TD=Add 1/16/2008 • h. - woo W J J � -- -- cb a Q ~ J Vrr'' .. : .� .. MM O JOE FT IT Hnl]E IT IFIFO ® ® - w "' 0� ® Flim a Dot I .01 I R5" IIl �; j . . �. . -LU .®..,,�,.�. FRONT ELEVATION. SMOKE DETECTORS REVIEWED 5 ALE: 1,4„ _ m L L L- - ..- ... .. :: Im o. 1,735. SO FT M AR B BUIL I DEPT. : DATE pp FIRE DEPART ENT:: DATE - BOTH SIGNATURES AR REQUIRED:FOR PERMITTING - W W ---- - Z Lu tu O --- = w z ut Y Hill w 0. - j N. m - iI FR I �[Jll I-IEET I I ; REAR ELEVATION Al L-� L-.� SCALE: I/4" = 1'-O" JOB:..: .. F4[2 _. FJATE=.. 1/24/E� N N O Z � -- - -- p pw - J J n .. .. 12 - - Ln --- ap :4J Ell 11 rIFF TF : O MM. O W : N � . Ob In W E T RIGNT EL VA ION � Z SCALE. 1/4p' 1 Im O" MM e n. 12 a8 _ -e u.z Q o � I. N Y Z wo O - - W z W Y � W 1H FITFTF FEE H � TF Ll --Jill El 41 REM r - SWEET LEFT ELEVATION A SCALE: 114" V-0" , `2. OS: M14 DRAKN.BV: 1 DATE: � 74'-0" TRANSOM ABOVE TwT2617 .. .. .. .. N .. - I5!-4n 13'_3n' 16'_On 32 1/8 x:21:7/8° COTT GE S-�yLE ' - COTTAGE'STYLE--- - - ----- - .:O - .. .. - (3).. 652 I-I 6/1 __w - 6/� .. O - 132 1 64 i/8 . � � TW265 -- . /81 X ° **AA COTTAGE STYLE:: qK.. .. .. 32 I/8" X 64 7/8" _ w SUN 00 DECK � - m m 0n� .° WH 316 IiM .o. : 15-LITE .37°:X.83_o -� •• - .. W,j r I .. .. ———— -- _ L _ - BUILT IN \O -. �- :� DN.: 2 14n CAB'S S .. .. N. 29 .. .SHELVES ABOVE`1' .. .Iri .. w 2$ .. .CARPET \ / DINING : wo O .: ---- -- .. VAULTED.CEILING:. ————— - --� L ————— .:� 10'-6' 0 FLAT �: _ 'OAK - . II — . .. .. ip12'-0".CATHEDRAL CEILING a MASTER BEDROOM. o- T R .. ...r TV: ..: OAK 'n i#Tw 'v A OAK 00 GREAT M � h i .. T 2 0 _-6/L. pa2k ... I,..: - T1d24410 — 6/1 :.O � :•• ... MASTER I. W 30 1/8 x 60 7/8° ..A. }I„{12's : 10'=4" �'8" q'-2" 2'-4" 5'-6". 10'-8" 2$ 9'-2" .. -:14'-10°30 I/H° X:60 7/8°. . ... ..TILE ... ... - . .. O ;.; .. .. ..BUILT IN W/ CAB'S in DB I I :SHELVES ABOVE v: (2) 14° LVL j I GARAGE .� ... _ .:. , ,. ,, .„-. - ,f, _ _BEAM ABOVE- I -—-— H NE '. ..lllrU .. .. _— :: � PITCH TOWARD: W. D. 2k, -:CONRETE SLAB ® �: RD:DOORS v .. .. .. .. .. .. .. d' FLAT CEILING t. - RAISED CEILING ! ® o .. N .. C12 FIXED:: .. .: 10'-6":: ::. :. 7n REF. KITCPEN F - .. .... : _ .: .. 24 5/8°x 245/8" � :. 2� -1 3/4" .OAK I, Y .. _m .. .. .. .TILE Q 1j 1¢ 5 �p DETAIL FOR .: .. .. _ - SEE D V I. ... FOYER o �i B OAK �" T-0°x9 O° O.N.I DOOR RA "7-O°x9'-O' O.H. DOOR: .. :: TW24410 -.6/i _ ,¢ -- — - - - -- - APRON 2D ° O 30 / 1 � I CONCRETE .30:IL8° X 60 7/8° ': .. .: � ..: '' �". - �.�Z Q _N .. .. .. 4Q I. I W J _ _ A PH. H. 10 Lu 1.- 3 s.. 7-10. 0 I6 4 I :. .. .. .. 10'-6" GA-tHEDRAL.. --- ---- .. Z � ... .. o BEDROOM #2 BEDROOM I#1v U Z Q OAK w : OAK - - :.T N Y a .. .. N — .. _ N m I I Imv � I I � 1 X . 0 .. WINDOW TO BE 18 .. .. OFF OF FIN1514ED FLOOR 3 A5 F m j z 3 i0 f-o .. o-•i c O �~ _. - SPIFFY 7i_Orc °u S 7'—On 6_On t� O1 6—0° 2'-0° 9'-0° 2'-3° q—0° _6u 9i_0n 2,-3n 8'-O° 14'-O° 12'-0° _ I6'-O° 24'-0° AS 74'_0° 1412 FIRST FLOOR PLAN JDRAWN, KW s SCALE: 1/4° = I'-0° DATE= 7/t[/I4 15'-4n 131_3n 161_On 27175" p�p 16_On • 71_q° V � I ---_---�—8"x 46" CONC. WALL w � 16"x10" CONTINUOUS FOOTING TYP I " I 2 2xlO:GIRDER - - - '__ 411, W ' I I 4 4x P.T. POST.. I . .. - :: .. I GALV. METAL POST ANCHOR . - to "SONO_TUBE' PIER W/ I I I 241, 'BIG FOOT" FOOTING TYP.. =o � BASEMENT - 1 I 3 1/2' CONCRETE SLAB ... - - I _ I m I __- - 3 __-_ - _____-_ I `-_- -___- ' -- -- r. �;- � W 1 --=— -- ——— —_--- -- — -- — ----- -- M I BEAM POCK f BEAM POCKET BE POCKET BEAM POCK — .,, ...,;a t O ... :.' 8"x 71_9.".GONG. WALL .. .. .. li I I 16"x10' CONTINUOUS FOOTING TYP - I �' I -N - 10° DROP FOR DOOR I W I 7 8 14 0 14 0 .13.'-8' UP. CN fS • I I , r NOTE- CD I y Icb -� GNOR BOLTS Y ( I MEMO O EMBEDDED 7" I SPACED 32I O.0 12" FROM CORNES _ I I I W I .. .. / .� .. .. II. it -I N -. .. " I I WASHERS.3 x3 xi/4it : I a°x 42 .GONG. WALL W 16"x10" CO US FOOTING . .. .. _ .. I .. I .v I 2xI0's 2x10 s. r 1 : .: 2x10's 2x10'9 m GARAGE IL I cv: 4" CON I P % IN A T,- I PITCH TOW RD DOORS � I � PO INT T LOAD ALIGN W/ ABOV . Yl i� NBEAM POCKET 36x36x12FOOTINGL _ . .. .. - �. I I U A M 2'�6 -� 3 1/2" CONC DROP WALL UNDER.. I '� I I sLAB @ DOORS_TYP. I ,•a. -w w ------ ------ z L y J 0 J .. .. .. .. .. ..I .. .. BEAM KET 1 .. .. t I _ = I J -- --- -- - --- -------- _ — — 1 to 1 : ------ - ------ pC . I - I I. I.. lu J _ I : I mod o . . I. -. 3 2x10 GIRDER - '� - N . I Ip II 3 1/2' DIA. STEEL COLUMN I I - r `� BO'x30NI2' CONCRETE PAD TYP. Wx 7'-9' CCNC. WALL 1. - :: I r. .. - 4x4 P.T. POST.. - IVAO' CONTINUOUS'FOOTING TYP. .BEAM POCKET I , ° I n GALV. METAL POST.ANCHOR . -. � - - 10' '� TUBE r I !° 3 9 6 NO E' . . _ - r, I 'z i .. BIG FOOT' FPOOTING TYP.. .. ' 28° s o ----- ------o --� L -- -J N N 2'-Oil 9'-6° 12" 9'-G° V-0" S�lEET 14'-0° 12'-0°.. 161_0° 24'_0° 74'-0° FOUNDATION- PLAN 08: 14,112 SCALE: 1/4' I'-O" DRAb'IN,5Y: KW DATE: 7Lfi 7 . N to VN O d w ;r• - J A W 0� µf 32-0" r .. - .. .. .. - .. .. AT(EXTERIOR EDG£ OFREXTERIOR RWAL - I6 .TOP PLATE : W R DGE VENT 2x12 RIDGE HOARD.: .. - . .. .. � SIMPSON:H2.5 ... .. .. .. :.: FASTENERS AT ALL - :: _ .. .. .. _ TRUCTURAL .. 11 78° LVL RIDGE RAFTER / TOP PLATE NON 5 JUNCTIO . O ASPHALT 514INGLE5 s.r . be pG 5 8'.CDX PLYWOOD NS .. TYP. e - .: NON-STRUCTURAL - :� ) 2x12 RIDGE C BAYS FROM :13/4° x 9 I/2° LVL BEAM�: � '-N FIRST TWO L FI 12 3 'JOIST 6 RAFTER' ' .� .. B GABLE;WALL_:. .. 12 9 . .. ... .. . ... - .... .. '.. .-. \RWF.G,.INSUL.9 :uIIIIbI .uuIIII \r0°'p p. G•. 2.z. 16O':OC: .C. .. _ �+ioa w. /6O' -- c 11 LVL BEAM.x s. .. _...W .. .. .. .. KITCHEN i :. GREAT ROOM _ ... .. Ixb TCG BEAD BD:. .: il, - �� ��:Ix3 STRAPPING 5x8 F.G. GYP. BD. •�� �--POST..IN WALL � �� � � (3).2x12 HDR.- . ° .. .. .. O I 1 :. :BEYOND.. - _ .. .. .. BETWEEN GARAGE ♦:LIVING .. . 8. COLUMN 04 n. AREA � a � . . ii GARAGE o . o . SUNROOF TtG 3/4° OSB. �. :. 2x6's® 16"O.C, ;: .: � �o 2x10's ® 16"O.C..W/ m :.: Rlq F.G. INSUL..: :.: .. SOLID BLOCKING: :. .. .. 1/2, GDX SHEATHING R Iq F.G. IN5UL. ... .. .. ... :.. .. TYVEK/ R.G. CLAP B - .. .. .. .. . . .. - CRETE 5LAB.. FRONT / W.G. SHINGLE .. .. i PI TCHNTOWARD DOOR SIDES ( REAR S .. .. .. T. 2x8's .. .. .. .. 2x10'9 16" O.C. .. .. - .. . .. .. '.. (3).2x10 GIRDER TYP.-.. .. 10" CONC.; 56NO PIER I " :. .-:. .. - ... .. __ _ LU IU .. 30°.x305 E2 FOOTI --COL. U Z BASEMENT N _ .. .. :. : . r -- cl — U - 7-77 - Lu ly - _ --- - .. .. .. .. .. 3 1/2° GONG. S (K LAB - .:'- :: .. .. .. .. . � f;Q . U Ill 4' Y — J 26'-0" _o° (L . - }-24 . NOTE: a 5/8" ANCHOR BOLTS N EMBEDDED 7" �1 SPACED 32" O.G. 12" FROM CORNERS WASHERS 3"X3"XI/4" SECTION "Au NOTE. SECTION 11S" CONTRACTOR TO. REFER SCALE: 1/4" = 1'-0" TO WFCM 110 X B AND SCALE: 1/4" = 1'=0" CHECKLIST FOR ADDITIONAL HIGH WIND TECHNIQUES RELATED TO T14I5 PLAN SHEET A 5 05: 1412 DRAKN1.BY: KW DAT€: . Tf24l14 N : - 0 :W Q rr o 3 r.r .W: I :c. W W 14'-0' t. is U LZ IW r i i i i. i i i i i i a i i i f i i F. .0 n GARAGE a tu n i � U. Z i 0 J . W � a- � m Q s W z U N AG FIRST :FLOOR FRAM I NG PLAN - - 0412 SCA1E:. 1/4'" 0�-® DRAF000.F Y= KW DATE: 7/24/14 • N O Z A iA t. � V h :z 77 °TRUE VALLEY' EXPOSED BELOW. .. - w V W W : tIO w. O .. .. .. 2x12 RIDGE :. J- _ _ — -- j (3) 9 112.Ll IL, N I .: N _ w -: .. ... ... .. ... ... .. �.. .. RIDGE - lA O � o it Z = ... ... .. -. :.:(i) II:1/e V L RIEX E .. ::�:. w . ' m a ro ... , , .. :: N . .I � I BEARING WALLp. . .. .. ——. —.. .. m — Y _ w "BUILD OVER" VALLEYCL LU -- �.. -BUILD OVER VALLEY": - .. 12'-O° 26-Qn — S1-IEET ROOF FRAM I NG PLAN SCALE: 1/4° = I'-O° A 7 1412 ©RAWN.BT KIK DATE: 7/2 /1 - N : V p Li..l Lt1 Qd. _ MEMO J : n Z a� 0 A � 0 - JOINT DESCRIPTION - NUMBER OF NUMBER OP NAIL SPACING- . .. '� � .. _. .. ON BOX NAI .. ..MM NAILS L9 ROOF FRAMING W o. = EXEND HDR TO CORNER - xG BL. .. .. :. .. .. , .. 2. D TOP PLATE RIBLOCKING CBOARD TO RAFRAFTTER LED) 2- 2-10d EACH END (END NAILED ED 2-I6d " 3-16 EACH END" .. .. .. r O WALL FRAMING.: (9). FULL HGT. STUDS .. TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-lid 5-16 AT JOINTS .;�� STUD JACK STUD �\\ HEADER:TO:HEADER(FACE NAILED) - I6d:.: - 1" -24':O.C:ALONG EDGES - NAIL TOP PLATE .. q - FLOOR FRAMING- - - - u .. TO BTM"OF HDR ._ .. .. .� / JOIST TO SILL, TOP PLATE:OR:GIRDER(TOE NAILED)" :. 4-ed :" ". 4-lOd PER JOIST ..: .: W/ 2 ROWS OF 16d NAILS ";� - BLOCKING TO JOIST(TOE NAILED 2-ed 2-10d EACH END. j M .. - .. - .. 6511 "" _ - BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-I6d - -.4-16 EACH BLOCK STRUCTURAL PANEL :" F .. LEDGER STRIP TO BEAM OR GIR ER(FACE 3.-I6d 4-16 EACH:JOTS " . .. HEADER CONTINUOUS HEADER JOIST ON LEDGER TO BEAM(roe NAILED): -' 3-5d, - 3-I0d PER JOIST - - - NAILED Sd COMMON : .: ..: BAND JOIST TO J015T END NAILED: NAILED), LED). 5-I6d 4-I6d .PER J015T I :.®-'MULTIPLE OPENINGS ( ) ® 3" O.C. EDGE AND FIELD . .,,....,!„ .. BAND J019T TO SILL OR.TOP PLATE'(TOE NAILED) .. .. 2-16D .,9-Ibd "' PER'FOOT - W � r• :' .. � " � ROOF SHEATHI-NG. „' .. WOOD STRUCTURAL.PANELS: .. -- .. .. RAFTERS OR.TRUSSES SPACED UP.TO 16'D.C. : 9d IOd 6'EDGE/6'FIELD .. .. DOOR.TRIMMER STUDS - .. .. < ..O RAFTERS OR TRUSSES SPACED OVER Ib O C .. Ed IOd '. "4'"EDGE/b'FIELD m w .. : - - - - - GABLE ENDWALL RAKE OR RAKE TRUSS udo.GABLE OVERHANG Bd IOd -6°EDGE/6'FIELD GABLE ENDWALL'RAKE OR-RAKE TRUSS w/STRUCTURAL ad -IOd 6' EDGE/6''F.IELD (F7`. - OUTLOOKERS -- -' - GABLE ENDWALL:RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS 9d :IOd 4'EDGE/4'FIELD: .. .. 2- 5/8" ANCHOR BOLTS. i .. : .. - .. .. .. .. .. ' 3'x3" PLATE WASHERS " ..CEILING SHEATHING :. .. .. .. 5d COOLERS - 7"EDGE%IO°FIELD .. .GYPSUM WALLBOARD .. .. it .. .. 1 WALL"SHEATHING 1 WOOD STRUCTURAL"PANELS .. STUDS SPACED UP TO 24!'O.G. Bd :IOd" 6'EDGE/12'FIELD: . .. - .. .. .. - .. z'AND�'"„y°FIBERBOARD-PANELS ..: Bd - 3°EDGE/6'FIELD .. .. .. "Y'GYPSUM WALLBOARD -: :: 5d"COOLERS - .: 7'EDGE/10'FIELD .. .. .. FLOOR:SHEATHING - -- 1-i00D STRUCTURAL PANELS .. .. :: :: :: :: I'OR LESS :: Ed lOd' b"EDGE/1'FIELD W 11.1 . .. .. .. .. � : � GREATER THAN 1' �" IOd .:I6d 6"EDGE/6'FIELD'- Z 'Q ' .. .. � J lu N NA Ohl WALL B ACIN A -ARA E DOO a .. .. '.. .. ..SCALEr N.T.S. '.. .. .. .. Y IY IL N SHEAR WALL COMPLIANCE:. f` W=: 3= OF EACH WALL RUN VERTICAL SHEAT14ING WITH ad NAILS 3' EDGE/1211 FIELD:: (4)16d NAILS PER FT BOTTOM PLATE L= 15% OF EACH WALL RUN. VERTICAL SHEATHING WITH - 8d NAILS 3' EDGE/12" FIELD (4)16d NAILS PER FT BOTTOM PLATE SHEET JOB. €412 DRAWN SS': K6�1 DATE: 7/24/14 . i Foundation Certification in Barnstable, MA Prepared For : Lot 95 N #71 Spring Brook Lane Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 02 Baxter Nye Engineering & Surveying Flood Zone X (unshaded) ® FIRM Community Panel No. 250001 0539 J OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Registered Professional OPEN SPACE. Cotuit' Meadows Homeowner's Association, Inc. ® Deed Engineers and Land Surveyors Book 23161 Page 59� 78 North Street, 3rd Floor Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Hyannis, MA 02601 Page 158 Minor Modification No. 1 ® Deed Book 22249 Page 282 Phone — (508) 771-7502 Fax - (508)-771-7622 Job Number: 2005-214 Scale : 1" = 20' 08-21-14 Co o . LU Q $ - Z a r, p �N SP PEE 1 x T.O.F.=68.03 EO Z11 0 S .0 0. 10 10 9 o g 9 Ova P� .0. �1 0. LOTP 95 aCP / LOT 96 10,395f S.F. OPEN SPACE 1 0.24f ACRES 1 N 1p• N 6? 17 W I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN _COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN OF OFP"4Sn BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELA11ON TO `qo PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A SHAHE yG�, SPECIAL FLOOD HAZARD AREA. o MALLON ca THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. v N0.4868' 13 vu � REGISTERED PROFESSIONAL LAND SURVEYOR - 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 CONCERN), r� SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE 00 WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED a HWATS OF RARE WILDLIFE' FOR USE WITH THE MA WETLANDS z PROTECTION ACT REGULATIONS (310 CMR 10)." SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1, 2006 'CERTIFlED VERNAL. POOLS.' SITE IS NOT WITHIN A PRIORftY HABITAT PER NHESP MAP OCTOBER O� 1, 2006 "PRIORITY HABITATS OF RARE SPECIES FOR SPECIES UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, SMH #48 REGULATIONS (321 CMR10) INV OUT / SITE IS WITHIN A STATE APPROVED ZONE N GROUND WATER c -55.44 RECHARGE PROTECTION AREA ..y .r 0:, S x 63.1t CONSTRUCTION NOTES• INV- 0 55.s7 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE ` *,�► SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED H YD • 63.66 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. `P P x /63.66 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM OQ� N 1�1g db uNE THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. o 3. SEWER BUILDING CONNECTIONS: C ' / - MIN. COVER SHALL BE 3 FT. QRI?�NP� Pt% \ 6.�.zP - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES AS REQUIRED BY BARNSTABLE DPW. MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1%. VEGETATED 12" DEEP �p `�°.� �' ►� 'L• 0 `r�" `'p, S \ \._ RAIN GARDEN (125 b Q�►�` e�p 1' ���'G�'�C,f STORAGE) �► f s ,gyp �J i - BOTTOM-64.0 ; INN- 6TO �a 57.84 LOT 96 Cotult Meadows Subdhdslon �.25 o 67.0 - Cotult•Barnstable, Massachusetts I 9 0 , X PREPARED FOR 10,395f S.F. 67.0 , 0.24f ACRES K2 = COTUIT EQUITABLE HOUSING, LLC P. 0. Box 99 PROVIDE (1) 6' DIA. x x , / x 67.0 Mrs' �C 6' DEEP LEACHING 65.5 �' 67.7. X BASIN W/ 1' STONE \ O ;A ME SURROUNDING (OR k �10 / ALTERNATE EQUIVALENT l�, `� 7.0 Site Plan VOLUME OF 289 CF) SE�gCk �\ x Lot 95 71 Spring Brook Lane CONNECT ALL ROOF �VHf p / 68,5 `DOWNSPOUTS TO / i 4ACHING BASIN N �. xo` - BAXTER NYE ENGINEERING & SURVEYING 11 \5�7• W OPEN Registered Professional SpgCF,'' "� , 3 Engineers and Land Surveyors ��tN oF,�, Cp 78 North Surat,3rd Floor,Hyannis,MA 02601 �� au►TTf+Ew VEGETA'� 12" DEEP *`�. RAIN GARDEN (125 \ Phone-(508)771-7502 Fax-(508)771-7622 EODY �, C.F. S ybRAGE) CmL No.43193 TOP-,05.0/ BOTT -64.0 90 'pF a 1 20 0 20 40 °ISTE� SCALE IN FEET � SCALE: 1M — 20 : 07-28-14 REV. DATE: REMARKS LOTn95 DEAM MAW I: N 0: 2005 2005-214 CIVIL DESIGN 2005-214POLOTS.dw 2005—2 i 4