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0070 SPRING BROOK LANE
fir- gy . ..Registry ID . Home Energy Rati ng , Certificate Rating Number :Cert- ified.Energy Rater Bruce.Torrey r .. . .. - Spring Brook Lane r de : Falmouth, MA Rating Ordered For Bays/26uilders Estimated Annual Energy: OSt Use MMBtu Percent -lk 5 Stars.Plus .. Projected, Rating:: .Heating 3 8%. ... HERS Index: 62.. .::: Cooling 2.1 9% Hot Water 15.3 2% Projected:Rating: Based on Plans - Field Confirmation'Required. Lights/Appliances 18.3 79% Photovoltaics '-0.0 -0% - Generallnformation:: _ Service C - Conditioned Area .1.512 sq: ft., .. .. House Type.. Single-family detached h arges 3% Conditioned.Volume .14354 cubic ft. . Foundation. Unconditioned basement Total 69.5 100% C Bedrooms 3. . : . rlterld �, �, i yaw This home meets or exceeds:the minimum:criteria for.the followin �3 ;. �r b Mecha'mcal 'S_ystems Features: 20o t t Heating:- Fuel-fired air distribution, Natural gas, 95:0 AFUE. 9 International Energy Conservation Code. Water Heating: Instantwater heater;_Natural gas, 0.82 EF, 0.0 Gal. 2012 International.Energy Conservation:Code Cooling:::- Air conditioner, Electric, 13:0:SEER. - Duct Leakage to Outside 6.0.00 CFM25.... Ventilation System Exhaust Only::80 cfm,6.0:watts. Programmable Thermostat Heat=Yes, Cool=Yes Building ShellFeatures :a� . w ��. w. .� . „ „ Ceiling Flat:.. R-49,0.::. Slab. None.:.. Sealed Attic NA 41 Ex osed Floor R 30,0 _.. _ . _ .... P Vaulted.Ceiling R-36.0 Window Type U-Value: 0.300, SHGC: 0.300 Raters Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 Home Energy Rate LCC R 0.0 Method Blower door test Pb Foundation Walls Box 989 y * . Sandwich MA 02563 Lights andApplance,Features 508 0-- -833:-310 _- Percent Interior Lighting 90.00 Range/Oven Fuel Electric Percent Garage Lighting:. 0.00 Clothes Dryer Fuel: Electric.: m o om ' foCenergyc dehelp;c Refrigerator(kWh%yr) 651.00 Clothes Dryer EF 3..01 .... Dishwasher Energy Factor 0.00 Ceiling Fan (cfm/Watt) 0.00 L 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 an of Y warranty Yener gYcost'or savings: ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. Air Leakage Property Organization HERS Bayside Builders Home Energy.Raters LLC. Confirmed 70 Spring Brook Lane 888-503-2233 3/19/2015 Cotuit, MA 02365 Andrew Popielarski Rating No:.14521 RaterID:5363711 Weather:Barnstable, MA Builder Spring Brook 70 - Lot 94 Bayside Builders Spring Brook 70 C.blg II Whole House Infiltration I Blower Door Test Heating Cooling Natural ACH 0.'l3 ACH 50 Pascals x 2.94 C? 2.9.4.` , .. T CFM 25 Pascals . . 5.33 533 CFM.@ 50 Pascals= 836 836 Eff,'Leakage Area (sq in), 45.9 45.9 Specific Leakage Area : `K 0.00018 ;. 0 00018nK .' ELA%100.sfahell (sq:in) 0'85 0:85 Duct Leakage Leakage to-Outside Units `. 1"st`duct CFM @ 25 Pascals 60 CFM25'/CFMfan y0.0277 = CFM25 / CFA 0.0346 CFM per Std 152 N/A CFM per Std 152 / CFA N/A , CFM 50'Pascals 94 Eff: Leakage'Area (sgan) 5 17 Thermal Efficiency. N/A Total Duct=Leakage;Units CFM25/CFA , TotabDuct Leakage 00346. Ventilation Mechiih al< Exhaust1O'I' - - Sensible Recovery Eff: (%)° Total Recovery.Eff.<(%) 0.0 Rate;(cfm) 85 Hours/Day- 4 Fan Watts 23.0 y Cooln Ventilation , ~Natural Ventilation tion 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. REWRate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. _HOME P E RFO C E .. HEQ Index Ene�9Y ENERGY 150, WI N E 140 Existing 130' RAT I N G Homes 120 HOMES REBATE Standard 11ao CERTIFICATE New:Home �I .. 80 7o rnisG3 me so 50 :40 30 20 10 Zero Energy Home 0.. .. ....Less Energy - -EstimateddAnnual Energy4Cost Estimated Annual Energy Consumption s mn o tang.x;, ,a3xae• '.,..,,x .:.. .,rva. , u t,n,m ,«.. ;a r�pw„wa�.nx ., x "• ., - - e d a a a - .;;� _ y. 78 '80 0 a> 1 >,"60 0 �. 1 M 347 0 _ . �* k & 20.0 m°'40 0 5 ; "200 0.0 on on on d dn. on on a ;o C C C n L C :.. C - C d .. . O 0 _ _di 0 on 41 R Address 70 Spring Brooklane Annual.Estimates'. . Certified HERS Rating Company Cotuit; MA 02365 Electric(kWh): 6264 Energy Raters of Mass House Type Single-family detached Natural gas(Therms):' '564 180 State Road Suite 2 upper Cond. Area 1.736 sq. ft. CO2 emissions(Tons): 7 :: Certified Rater Andrew:Popielarski Rating No. 14.521 g Annual Savings*":. $1359 .::. Rater ID 536371:1. Issue Date March 20,2015 Registry ID ..146196037 Certification Verified * Based on standard operating conditions Rating Date 3/19/2015 Based on a HERS:130 Index Home Signature REWRate- Residential Energy Analysis and Rating Software,v14.5.1 This information does not constitute any warranty of energy cost or savings. O 1985-2014.Architectural Energy Corporation, Boulder, Colorado, The Home Energy Rating Standard Disclosure for this home is available from the rating provider. • Registry ID 146196037 Home Energy Rat, ng Ceratica�e Rating Number. 14521 Certified Energy Rater Andrew Popielarski _. 70 Spring Brook Lane. Rating Date 3/19/2015 Builders Cotuit, MA 02365 Rating Ordered For Bays'id a Build E ost stimated Annual Energy C .. Use MMBtu Cost Percent 5 Stars:Plus Confirmed _..: .... Heating 42.0 $361 .24% HERS Index: 63 Cooling 0 $0 0% Efficient Home..Comparison: 37% Better Hot Water 12.6 $88 6% Lights/Appliances : — 20.5 $1048 68% General>Information �� � a �,�.: Photovoltaics -0.0 $ o -0% Conditioned Area 1736 sq. ft.' House Type Single-farnilydetached 2% Service Charges $37 : Total 77.8 $1535 100% Conditioned Volume 17038 cubic ft. Foundation Unconditioned basement „r Bedrooms 3 _ Crlterld : .. .: : 3' > ewr,M.wiwNNbS'Fuun✓a*• Mechanical Systems Features; x .. a um following:This home meets or exceeds the minim criteria for the f ll ing: 2012 International Energy Conservation Code Heating: Fuel-fired air distribution, Natural gas, 95.0.AFUE. Water Heating: Instant water heater, Natural,gas, 0.97 EF, 0.0 Gal. Duct Leakage to Outside 60.00 CFM25. Ventilation System Exhaust Only: 85 cfm, 23.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Buijld�ng Shell.Features :Ceiling Flat R-38.0 Slab None'::' Sealed Attic. NA Exposed Floor., R-30:0 r Vaulted Ceiling 11=33.9 Window Type - Certified HERS Rating Company lJ Value: 0.300, SHGC: 0;310 g p y Above Grade Walls R-20.0 Infiltration Rate Htg: 836 Clgi 836 CFM50 Energy Raters:of Mass Foundation Walls R-0.0 Method Blower door test 180 State Road Suite 2 upper Sagamore Beach, Ma. Lights and `Appliance Features sss 503 2233 Percent Interior Lighting 100.00 Range/Oven Fuel Natural gas Info@energycodehelp.cor^ Percent Garage.Lighting:. . 100.00:... . Clothes Dryer Fuel Electric Refrigerator (kWh/yr) 691.00 Clothes Dryer EF 3.01 Dishwasher:Energy Factor 0.00 : Ceiling Fan (cfm/Watt) 230.00 Certified Energy Rater: REM/Rate- Residential Energ y gy 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. 2012 IECC Certificate 70 Spring Brook Lane, Cotuit, MA 02365 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: 836 Clg: 836 CFM50 Duct R-6.0 I ` Total Duct Leakage 60.00 CFM @ 25 Pascals 1Nindow Data _ U=Factor SHGC Window 0.300 0.310 : . Mechanical Equipment HEAT: Fuel-fired airdistribution, Natural gas, 95.0 AFUE. COOL: N/A DHW: Instant water heater;:Natural gas, 0.97 EF, 6.6 Gal. Builder or Design:Professional Signature �i�dreW PoPie%Ski REM%Rate Residential Energy Analysis. and Rating Software v14.5.1 TOWN OF BARNSTABLE �� ildj.n.g 201405446PermitBARNSTABLE, Issue Date: 09/02/14 9 MASS. �p i639. Applicant: rF0 MAC a Permit Number: B 20142303 Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 03/02/15 Location 70 SPRING BROOK LANE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002094 Permit Fee$ 1,122.00 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 220,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A 3 BEDROOM 2 BATH RANCH WITH ATTACHED sue- THIS CARD MUST BE KEPT POSTED UNTIL FINAL 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 `w ' Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS.NO RIGHT TO OCCUPY ANY`STREET,ALLEY ok SIDEWALK OR'ANXfPART THEREOF EI'TI ORARII Y 0 P ENCROACHIviENTS ON;PUBLIC:PROPERTY,N0: 4. SPECIFICALLY PERMITTED UNDER THE BUILDING CODE�MUST BE APPROVED BY THE JURISDICTION-,1 STREET OR EY GRADES WELL AS DEPTH AND;LOCATION;OF PUBLIC SEWERS'MAY*BE - .. _. g., .. �. OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS`THE ISSUANCE OF THIS PERMITWES NOT REi E SETHE-F PPLICANT FROM THE CONDITIONS OF ANY APPLICABLESUBDIVISION RESTRICTIONS: 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). 1. 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. t PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION,WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. Sk , PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c,142A). W10 11112 BUILDING INSPECTION APPROVALS " PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS _Aj 16, 23 , -Ilk t- S /L 3 Q Fy,� Ok t6 (S 1 Heating Inspection Approvals Engineering Dept 4 Fire D pt B o 1 h j _r k :, -,, �_• .J�.r. a �- . l �; :.jr�4,thq�i e r`�:. �n ` �i I A L NE � ILIAt "° . Town of Barnstable Building Department - 200 Main Street BARNSTABLE, * Hyannis, MA 02601 MASS. . $ (508 -16g9. ) 862-4038 �� prED MA'i A Certificate of Occupancy Application Number: 201405446 CO Number: 20150031 Parcel ID: 002002094 CO Issue Date: 04/06/15 Location: 70 SPRING BROOK LANE Zoning. Classification: RESIDENCE F.DISTRICT Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permits Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: s Building Department Signature Date Signed TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map UO2- Parcel DOS. Oq� Application # Health Division Date Issued Conservation Division .N hS ^� 1w ��off' Application Fee i Planning Dept. _ Ze •eaB- Permit.Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address U &_-G0K_ G-eL Village r-- Owner /n. Address �� 9� Oemlqna I kg� Telephone -s - Permit Request cL Y—avtk Ca / 0 LT Square feet: 1 st floor: existing Aproposed 2nd floor: existing proposed Total new Zoning District _ Flood Plain C_ Groundwater Overlay _ Project Valuation Construction Type Lot Size 1TS 3?� Grandfathered: ❑Yes ®.No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 19Historic House: ❑Yes &No On Old King's Highway: ❑Yes No Basement Type: JJ Full ❑ Crawl ,4❑Walkout ❑ Other Basement Finished Area (sq.ft.) �U Basement Unfinished Area (sq.ft)_/735� Number of Baths: Full: existing new Half: existing ruv Number of Be(Arooms: existing L3new / Total Room Count (not including baths): existing new l.Q First Floor R m Cou ;nt Heat Type and Fuel: 2Mas ❑ Oil ❑ Electric ❑ Other Central Air: )Q Yes ❑ No Fireplaces: Existing New Existing woo /coal stov,e: I• es No Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size Barn: existin - n s, size 9 9 g — g — g__ � s e_ Attached garage: ❑ existing ULnew size _Shed: ❑ existing ❑ new size _ Other: Z�xzy Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 14 No ' If yes, site plan review# Current Use \ o_cra4d Proposed Use S((7 O_ce APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number n'6- :77Y-10LJ0 Address DX � &�Vt License # 0 o 5L qS— Home Improvement Contractor# Email Worker's Compensation # Od 7--�(q0 L2 !) ALL CONSTRUCTION D RIS RESULTIN ROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE `6711 BSI 1 Ll FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP:/PARCEL NO. t 1 ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION 12.117 /y Sa,jo--% ��l Y FRAME f INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL � II FINAL BUILDING ,�31lis t D'AT%CLOSED OUT ,y ASS ljATION PLAN NO. ` r' Department of Industrial Acciderits v - Office of Livestigations 600 Mashington,street w Bostan,M,4 02111 Tv-m v rnassgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Eiectiicians/P'iumbers Applicant Information Please Print Lezibly Name (Busiaess/organiza7on/Lndi-,idual): V31.kr // /X/6` ZAIC E Address: City/State/Zip: f `I 10A 0 .3,47, Phone Are you an em.ployer?Check the-appropriate bo TI Tpe of project(required): 1.ElI am a employer with 4. a general contractor and I 6 �eN ew construction . employees(full and/or part tune).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the atta.ohed sheet.# El Remodeling ship and have to employees These sub-contractors have 8. ❑ Demolition working for mein any capacity. workers' comp.insurance. 9. ❑Building addition [90 workers' comp.insurance 5. ❑ We are a corporation and its required,] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I airs a homeowner doing all work: right of exemption per MGL 11.0 Plumbing repairs or additions myself No wort-ers' comp. c. 152,§1(4),and we have no 12:❑ Roof repairs insurance required.]t employees.-[No workers' 13.❑ Otber d:omp.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 rontractdrs must submit a new affidavit indicating such $contractors That check this box mist attached an additional'sheet showing the name of the sub-contrai;tors and their workers'comp.policy information. I am arz eFnplayer that is praviding ivarkers'compensation hisurarwe for my errtplayees. Belou,is the policy and job ske Er�far72tCFtiar?. ; Insurance Company Name: Policy#or Self-ins.Lic.#:_C SC���j O �2 - _ _ Expiration Date: 1 Job Site Address: SYlrt�^ �rtt� t k, n City/State/Zip: 3�p`fttt {��z(9 J� Attach a copy of the vTarkers' compensation.pohidy declaration gage(shoesring the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the iniposition•ofrriminalpenalties of a fine up to$1,500.00 and/or one-year imprisomnent, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to c250.0D a day,against the violator. 3o advised that a copy of this statement maybe for karded to-the Office of Investigations.of the DIA for insurance coyr rage verification. I do hereby cerdjy under the pains and penalties of per;/ury that the irz�ar rrtarian pr•aryided above is irve&nd correct. Simature: Date,: Phone#• - ��S-'17 t- /0q0 Official use wdy. Do not ivr i e in antis area,to be con-ipleted by city or to wn offriaL City or Tm%m- PermitfLicense Y Issuing Author-ity (circle one): L Board of Health 2.Building Department 3.City/To\A-.Clerk 4.Electt-ical lnspecior 5.P1ulnbhlg Inspector G.Other Contact Person: Phone 4: Subcontractor's Insurance 2012 ,. GL Policy GL Policy WC.Pohcy WC Policy Sub Contractor. .., y Effective Date 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 08/11/05 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 508-394-8442 04/24/04 04/24/13. 09/21/04 :12/13/14 Davids Building&Remodel 508-428-3214 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 12/09/06 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 1 L'7J GUJ LU1Y 1J.U:J LJ771737L'J IAYLUKED:,,EHV1Gt.S PAGE 01/03 w JOBS SHEET NO. 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". :......._......_.:...........:.......... t.. ..r� ,._......;.............;�..-.,.......E._'/ .... . .....: , - .......t -+s�t...a�.. „r......P... ._ ... .. .t. .. r .................'....... :......:. .......... ..-............._ ..... ... .............................. :..... It :_..._......_..... ......_... .. ............ ........... _.. _... ...... .....-...................... 1p._..._....,., ._............_:.......................... .. �. ...... :. . ...... . ...... ............. ............................... ..... ..... ................. �...; .... ...... ................... :.........:..........:...... ..... ._ ..... r ., > r .._ +�- t fj. ` ... ..::............ .. .. . ... ..... - ... :_. . _ . . - .. ...-�. ... ...;..,i. �_. ;. ..._ ..................... ............_....... . N AWC Guide to Wood Construction in High Wind Areas: 110 mph ;Wind:Zone Massachusetts Checklist for. Compliance (780 CMR 53of.2.1.1)1 : DELUXE VILLAGER MODEL-COTUIT MEADOWS Q Check Compliance:.. 1.1 SCOPE Wind Speed(3-sec.gust).... ...........................,.. ..... ............. ........ .................110 mph Wind Exposure Category.... ......:. 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)...... :1 stories <_2 stories. Q RoofPitch .................. .........(Fig 2) ....................................................8<_ 12'.12 .. : Q Mean Roof Height ........ ........:........................ ...:..........(Fig 2).... ..........................................A6 ft <_33' Q Building Width,W.. ...... .......................... ....::.............(Fig 3).... ....:...:............................:.... 52 ft <_80' Building Length, L .............. ....:.......:...................... .......;.(Fig 5)................. .....:... ..............74 ft .:586' Q Building Aspect Ratio(L/W) :.:...............(Fig 4):..................................................1.5 <_3:1 Q. Nominal Height of Tallest Openirigz ...............:..: (Fig 4).... ..........................................6%V's 6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections.,. ::. ...........(Table 2) .......................................... ............ 0.,. 2.1 FOUNDATION Foundation Walls meeting requirements:of 780 CMR 5404:1 Concrete.......:....:.:...::.......... ........................:.::..::...................... Q :Concrete Masonry::::.........................:. : N/A 2.2 ANCHORAGE:TO FOUNDATION113 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: __. Bolt Spacing from end/joint of_plate:..... .............::....(Fig 5)............................I. ........12 in. <6 12" . : Z. Bolt Embedment—concrete .... . ._..................... .:...::..(Fig 5)................ .. 7 in �7» Bolt Embedment masonry..............:.::.......::...::.........(Fig 5):..........:::.. ........................... .: in. >_15" N/A. _... ... . .... .. ...... Plate Washer.:.;....::.:..::....................:..:.:.....:::..::.........(Fig 5):...::.;..:::;..::...........................,>.3°.x 3"x /d' i 3.1 FLOORS Floor framing member.spans checked ...............................(per 780 CMR Chapter 55)...................................... Q . Maximum Floor Opening Dimension........:... _ <12' N/A P 9. (Fig 6):..:. ft_ 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 She.arwall.:...::.........'(Fig 7)..'.:........:...::........................:........:._ft <_d N/A Maximum Cantilevered Floor Joists Supporting.Loadbearilng Walls or Shearwall::..............(Fig 8):..:.......:::.::.....................:............:: ft <_d . N/A Floor Bracing at Endwalls.. ............ (Fig g)................. ............. Q Floor Sheathing Type ....... ..................... .........(Per 780 CMR Chapter 55) .....................: .......... 0 Floor Sheathing Thickness. .......... . .........(per 780:CMR Chapter 55)....:..:.::::...::........3/4 in. Floor Sheathing:Fastening....................: ( )...........8 d nails at 6 in edge/12 in field Q............................. Table 2 4.1 WALLS Wall Height Loadbearin, walls................. :.g ...............................(Fig 10 and Table 5)......:..:.......... .........8 ft <_ 10' Non-Loadbearin walls ......... g ...........................:..(Fig 10 and Table 5)........::...................18.ft s20 Wall Stud Spacing . ........(Fig10 and Table 5 . .24 in:<_.24"o.c. 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 (7so.cMRs301.2.ia)' 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.................:..............g ............(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.z 4 Continuous:Lateral:Brace @ 6 ft. o.c.::: (Fig 1:1)................................................................::: 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)......................... 8ft Q 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 Q :. Load Bearing Wall Openings(record largest.opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..........................................6 ft 0 in:<_11' Sill Plate Spans ..........:......... ...................... .....:...(Table 9)..............._....:.... .............3 ft 0 in. <_:1.1'.: Q Full Height Studs..(no: of studs)........:.......::.:::.............(Table 9).......:::..::....................:........ ........3 Q .: ...... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.................................::............................(Table 9)..........................................8 ft 0 in.:5 1:2 Sill Plate Spans....................... .................... ........:(Table 9)............. ....._ft—in'.<12" N/A Full Height Studs(no..of studs)............. ...... .........(Table 9)....:................................. ...............3 Exterior Wall Sheathing to Resist Uplift and Shear Minimum Building Dimension,:W . Nominal Height of Tallest Opening . ......: ................6'-8"�. ............:... 6'8' Sheathing.Type........................:.....................(note 4).. . WSP Edge Nail Spacing...,;.:;... :....................:..:.....(Table 10 or note 4 if less).;.,. .........................3 in. :. : Q Field Nail Spacing p g............... ...................:.......(Table 10).......... ......,.......:.......................12 in: - Shear Connection (no. of 16d common_nails)(Table 10).,.; .;.;..:....................... .........4 Q................ Percent Full-Height Sheathing................ .:....(Table 10) .....................................................30% RI 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)........ Q :Maximum Building.Dimension, L Nominal Height of Tallest Opening?...................................................................................... 6'-8"s 6'8" Sheathing Type...................I...........................(note.4)......................... ..............................WSP.. Q 9 a Nail Spacing Table 1,1 or note..4 if less ..............................3 in.Ed P 9.................................:. . ( ) Field Nails Spacing.....................::..:.::... .......... Table 11 ..12 in. P 9 . Shear Connection(no. of 16d common nails)(Table 11)........................::... .......................::.....4 Percent Full-Height Sheathing ... Table 11 ................:.............:........................15%o Q 5%Additional Sheathing for Wall with Opening >:6'.8"(Design Concepts)- N/A. Wall Cladding Rated for Wind Speed?... .........::...::....................................:..... ................:.........::...:................................ I AWC Guide to Wood Construction in High Wind Areas: 110 mph :Wind Zone Massachusetts Checklist for. Compliance (780 CMR 5301.1.1.1)' 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 of2'orU3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift ..........:: ....................:.......(Table 12)..............................................U=236 plf _. __. Lateral......:.. ..............................(Table 12)....................... ....................L=176 plf. Q Shear........................ .... ...........(Table 12) ....:.:..........................:. .........S=77 plf Q: Ridge Strap Connections, if collar ties not used per page 21;.. (Table 13)... ........:...::........:....:T= plf N/A Gable Rake Outlooker.......................................... (Figure 20)....... ft:<_smaller of 2'or:L/2. N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.....................:... ....................(Table 14)..........................................:..:.U lb. N/A Lateral(no. of 16d common nails),..(Table 14).......................................L= Ib. N/A Roof Sheathing Type.. ............................. er 780 CMR Chapters 58 and 59 Roof Sheathing Thickness............................................. ...............:.;. ..........................518 in.>_7/16"WSP Roof Sheathing Fastening .............................(Table 2) :.............. DELUXE LAG VILER 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 perfigure 17 e. Corner Stud Hold Downs per Figure 18a.and Figure 18b 2. Exception:_Opening heights of up to 8 ft shall be permitted when 5%is added to the percent full-height sheathing requirements.shown in Tables 10 and 1:1. . . . . 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: late and:to band joist bottom of panel. Upper attachment of lower panel shall be made to band joist P 1 .� P.. PP. P. and lower attachment made to lowest plate at:first floor framing. :: v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double:row of.8d staggered at 3 inches on center.per figures below:Vertical and Horizontal Nailing for Panel Attachment i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 "MEN THIS EDGE RESTS ON F RAMM USE&!NAit$ ATG'b r- It II li 14 11 11 .11 11 11 11 11it 14 .. li 11 1r CL .. Lit LI 1 1 IL u . 111 _ .14 .. .. ... .. .. /1 N it .. .. ... ... ... ... ..� �: .. .:. }E�.. PAtiEt_ Y :See Detail on Next Page .. Vertical and Horizontal Miilimg for Panel AttaGhment d. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780.cMR5301.1.1.1 ps p. ,. . , Uj0.o d�^ xa t, W FIiMAING MEMBERS .I ± EDGHR ERMEDIATE 1' �k Z ... +- STAGGEI EO. MAIL PAI fEAN PANEL PA%O EDGE DOUBLE MAIL EDGE SPACING DETAL Detai Vertical and Horizontal Nailing: for.Panel Attachment " . .. .. .. sp _. wj. ... ...... ... ...... _. . .. . .. . .. . .. ps 9�t Massachusetts -Department of Public Safety DWI Board of Building Regulations and Standards Construction Supervisor License: CS-005645 A` BRUN T DACEY-.` i PO BOX 95 ; CENTERVII.LE CIA 02632 i Expiration Commissioner 04/19/2016 - — - — --- r -1;+w .rye C J` ° Town of Barnstable, Regulatory Semiees h Ba�wsrAILE, Thomas F. Geiler,Director MASS B1].11Cling Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town,barnstobk..ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Ovm( r Must Cornplete and Sign This Section If Using ABuild'er I, • 6 — t51 �as Owner of the subject property hereby authorize F-D . ,L to act on my behalf, in all matters relative to.work authorized by this building permit application for: . so a ►� CP 4q, (Adtss of-job) U . Signa e f Owner Date Print Name Q:FORvI5:01�TnERPERIN4ISS10N Conwilo' wealth of Massachusetts Sleet IPD Date: Nov TOWN '52014 Y�Imit Estimated Job Cost: S ���. 000 EgRIVsTgB Permit Fee: S CE Plans Submitted: YES NO V' Plans Reviewed: YES NO Business License _ !(D 0 Applicant License_ Business Information: Property Owner/Job Location Information: Name: VLrn 0fl ����1 l��E I� , Name: Street: C S V I)W E h aml)l 4, Street: ® (� Q�I G'LQ_�`.l Ciicity/Town:City/Town: W. 0 Telephone: 5 00 - /U 5•— 1 '00 Telephone: Photo I.D. rewired/Copy- of Photo I.D. attached: YES vl NO Stan Initial. J-1 /INI-1-unrestricted license J-2 /1�1-2-restricted to dt,ellin's 3-stories or less and comrn-Irciall up to 10,000 sq. %.i 2-.stories or less Residential: 1-2 fainil-v Multi-family Copdo/TorY-nliouses Other Commercial: Orice,_.. Retail Indus-Slat Educational ZIE F_ Ins-Litultional Other Square Footage: under 10,000 sq. . over 10,000 Sq. R. Number of Stori s: Sheet metal work to be completed: Netiv —Work.. Renovation: rr+ In'VAC Metal'Watershed Roofinz Kitchen E-_,,Ilaust System v Metal Chi�nev/Vents Air Balancing Provide detailed description of work to be done: - Ole 060 6M, "AQW�I�L kzjwllv�l � a INSURANCE COVERAGE. � � .t, • I have a current liability insurance policy oaa`r`LL'''ita'equival ntwhich meets the requirements of M.G.L. Ch 112'; Yes No❑ If you have checked Yes, indicate the type,of-cove rage=by checking the appropriate box below A liability insurance policy\ Otherit}pe ofindemnity ❑ Bond U. OWNER'S INSURANCE-WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the N'lassachusetts General Laws, and that my signature on this permit application waives this requirement. i Check One Only Owner ❑ Agent ❑ I i Signature of Owner or Ownefs Agen, l i By checking this box]: I hereby certify that all of the details and information 1 have submi-:ed(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations penormed under the permit issued for this application will be in con fiance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. p P Duct inspection required prior to insulation installation: YES' NO Progress Inspections D a3te CDri!!n= LS r - Final Inspection CoML ments _ I Type of License: I l i =Y ❑ r~.Aaster _ f F Titic PrIasier-Resricted Cityiii own v v ❑Jour neyperson I l l Signature or ic �eons., j remit= 'jn i� ❑ m Joueyperson-Restricted 7�- i License.Number:_ Fee 5 ty Check ai I Inspector Signature of?emit Approval � 1 �YF�r°�sy � � ���'YtTlz (1:�'"�cl.�"LLS�`c1�7�C .;� . . • ato -v? ez vzces �° ruw�rssrr�• Bdilding ktz �, Tli��n�s.1+ Gerlcr,I�iz e�.tor Di-vision .k. TDm Pe rrp;73t lciiu;.( crnmissici er 200 4iauz'SL act.H' _Dzu,s NIA 02601 officc: 508-SQ-4038 Fax. 50.8-790-6230 Pz oar erLy C ,u�iP r imUS' i Amprete;anc 5r t� "I'i17s Sccfi:oa ff TJSm r_ i11�C �'.r <y a_r a. as d-a?v:e .bl tr_r sizbjeciPrcpert� ., I L � La all ur._ltez3 r`�ve to .r aut_ho.,, J by c� c�� iTiS r� . �:rc applic::t ort for y' l LL_Lt If Pro_pel f�-v or is 4p�?}�.; g ford-E.�_t�pJ.c�se comp e e-h-C E Hom' covmc� s Llcens.e.E_xtm �i.on L e r .l. o.�-cn b r� via-� �. p -s e szt.tc.. Fold.Then Detach Along All Perloralions ;COMMOf�WEALTH OF MASSACHUSET;TS BOARD SHEET METAL WORKERS ". SM AS A BUSINESS ISSUES.THE.ABOVE LICENSE TO i TYPE ER IC T. WH.I.TELEY . W .VERNON_ 41HITE.LEY PLBG AND _B 28 VIL:LAGE. LANDING G . PO`> BOX 1266 W CHATHAM MA.`=02669 000 292629 ! 1'60 12/22/14 292629::' _ 4 • Fold.-Then Detach Along All Perforations { Y4 COMMONWEALTH ll MASSAC'HUSETTS SHEET METAL WORKERS � ISSUESrTHE FULLOWING 'LICENSEt 1 MASTER UNRESTRICTED f t� WEST £HATHAM� MA ;02669; 021+8' ;� } ',,2967 02/28/16 1;80512�' • _ " t .r A� C ICERTIFI ATE OF LIABILITY INSURANCE 0924-2014 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 i34 A/CA NoIL Ext: aD No E-M SOUTH DENNIS,MA 02660 ADDRESS. INSURER(S)AFFORDING COVERAGE NAIC$ INSURER A:ACE AMERICAN INSURANCE COMPANY INSURED INSURER B: W VERNON WHITELEY PLUMBING&HEATING CO 1NSURERC: INC&CHATHAM SHEET METAL INC P O BOX 1266 INSURER D: 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. INSR TYPE OF INSURANCE ADOL SUB POLICY NUMBER MMIPOL1DD Ems) MM1DD/YYYY POLIGYEXP LIMITS LTR (NSA tNV1 GENERAL LIABILITY EACH OCCURRENCE S COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTEDPRE 8 CLAIMS-MADE❑ OCCUR MED EXP( En one pe on MED EXP(Any one Peron) § PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG § - POLICY JEC LOC § AUTOMOBILE LIABILITY a ac ant OM D SINGLE LIMIT § c, ANYAUTO BODILY INJURY(Per person) S ALL SCHEDULED AUTOS OWNED AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED Por. dent AfMGE § AUTOS -- --UMBRELLkLIA -OCCUR- EACH-OCCURRENCE -§ EXCESS UAS CLAIMS MADE AGGREGATE $ DED I RETENTION§ § WORKERS COMPENSATION JOTH. AND EMPLOYERS'LIABILITY YIN TORY LIMITSI ER ANY PROPRIETOR/PARTNERIEXECUTP� NIA E.L.EACH ACCIDENT $500,000 OFFICERIMEMBER EXCLUDED? 6S62UB 10-01-2014 .10-01-2015 (Mandatory in NH) - 9972L664 E.L.DISEASE-EA EMPLOYEE $500,000 If yes,desu3be under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 _T . DESCRIPTION OF OPERATIONS/LOCATIONS f VEHICLES(Attach ACORD i01,Additional Remarks Schedule,Itmore space Is required) CERTIFICATE HOLDER 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.LIP CA,President 1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD . - �ep�xhnsrt�r�'�`�ula�st�a1�ccic�errts Office qflnvest4ralions 600 Washiijgfon&freel r Boston,JATA 02111 www.niass�,-a-vldia ra:rkers' -CQmpen-,aflonL su_rance cdavit: $iiilclersfContraactors/EiiecfriciansTlumbers Applicant Iafarmation Please Priest Lvaibl Names susi -—OFL-an i ondndi�i&- (1_ W , V P-ILn 4 �C Tn d (1 1 0)3,to 1 City/Stat&Zip= LO C-1-J.-a :re,you m employer?Check-the appropriate bow: T;-pe . u of F o ct{r e4 d}: _ I i a c�ployEz Fitz //a 3 4 I ams e_ra cmractor and I d_ New consume-tio �fayee5{;uL1 and;`or pzrt�e)� baaehi:- .the silb�oat�.fcts. ?-ElLis I am a sore prcpnetor orpartalisted og the c ached sh f ?- ❑R Lodeling sLvp znd have.no e Ioyees These snb-corrsactms have F. E]D�telifion 4v g fa--me a an• ?y- employe;and have wodcers' �-n-a-� } �'c-� � 4_ [bra wo==' coaLn_i�Q-lc ce comp-muance_- 5_❑ We arz a corpo:4fianaud i`s 10..❑ ute<isicat repays of add io Y.❑ I aID_a hams er doing all vgor-.- oEcets have exercised r"neis 1 _0 PlumFrng n aim or addidar.s �;�f€ (No�rar�-F*5' ,,• riantGf ti (tan ert�IGL �.-np_ �-�� F 12_❑�,nafrcpa�s ��a'7YP.Il�G retTinli-cd_� C. IS . §1(4),and-,c hhm^--nG employ-[No w.o-62e.^s' 1 -.❑O � comp_ms-c a oe requL-ed 1�-i -Oij C^ 1�,,a�-i�,�,;c�acsuo--Rts��s:iiTM.��c�=-`_CL��zb,�� �-*dm�lu�au-ti�c��mm±smwi;�m_�a�•; -�i�.�::i.��:,�r.'„-sacs I am an r per- znTf isprDxiding k6 arsers'cartT--rtsrLhan i=urance far°m*e-xtpL �.s Uzi er L tfiepcFlc}and job 5iYe L--araace Com-p=,[ slam A Lc. 1'oji� arSvLf mc_Li`� U a - �l 7 a, L L L Y ( q Exp ationDate: 1 rob Sites Add<es : � Cis fStafklZip: M A Aet c-Es a copy of the workers'compensation policy declasstion page(showing the polite nuruber and erpi cation date): Failu<-:Y serge cave:rage as regt��usdea SecEoa 25A.of MGL c, 152 can lead to the imposition ofcriminal peraIties of a fine up to$1,500_Oa andlor a2=yeari=d as-welt as civil pcaIHEs-M- f e.fo=of a STOP WORK ORDE—PI aad a vines. of up.to�250_00 a day against the:-violator. Be adz, sed that a copy of this scat-anent may be form ard-ed.to the O,iti ce of I�t eatcations of fh�D?�i Sox in�uraac cove�ge vcsTitio� .I des#araby tenth under tkspuns�aandper_aWas Dfptiijury fhat-th€info rmatianp,mrzcL--d-bane£s 6z:e and carrect Sl at e / u(�� � •[I c��-,ti---.� Date: g 1 � Fin = D use O;,IFy. Ida not Write in this area;io bg ca-mpLeted by di ar town cfficiaL City-or To-pFa: Permitucense r«ning Authority(drde ane): 1.13 card•ofHeaith 2.Ruffan-gDeparbnent 3. CitylIawuCJark 4.EIcctricalFiispestoF i.PIumhnmgaT--ctar 6.Gther Coat.ct P e an: Phone ff: - 5 TempParcelEdit Page 1 of 1 y t{ g Mhs � ,rd IN i Logged In As: Wednesday,January 16 2008 Frank Schlegel N ew Par Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 ER 094' ..............s Street Number: 70 Unit: Dev Lot: LOT 94 Road Name: 'SPRING BROOK LANE � T/R. [71, Sec. Road: T/R: C Villlage: 07 -Cotult i Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: PHO da o ®tee ete Adxd Another h ttn•//i c.cn l?/Tntra n Pt/Prnnd a to/Te,mnP arnel F(l i t.a.enx?TT)=A cad 1/16/2008 Registry ID Home r} 1 1�1 1 1e Energy Rati 'g C ' fica a Rating Number :Certified Energy Rater: Bruce Torrey a'A � - :Rating Date.:: 07/24/2014 70 Spring Brook Lane or de Cotuit,.MA Rating Ordered:F Baysi Builders c�:a Estimated Annual Ener Cost ! c ii`w L Use MMBtu Percent J 5 Stars Plus .�».. _. :Heating 41.4 9% - Projected Rating ® HERS Index: 64. _.. Cooling 2.7 12% Hot Water 17.6 2% Projected Rating : Based on Plans - Field Confirmation Required. Lights(Appiiances 16.4 74% General Information Photovottaics :70.0 -0% Conditioned Area 1736 so. ft. House Type single-family detached Service'Charges 3% Conditioned Volume 16892 cubic ft. Foundation Unconditioned basement Total 78:1 : 100% Bedrooms 3. ;Criteria. Mechanieal'Systems Features . .'"` '' `"' :This home meets or exceed s:the minimum:criteria for.the following: 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 Sealed Attic NA Exposed Floor. R-30.0 .Vaulted Ceiling . R736.0 Window.Type U7Value:.0.300, SHGC: 0.300 Above Grade Watts R-21.0 Infiltration Rate Htg: 3.00 Ctgi.3.00 ACH50. Home Energy Raters LLC Foundation Watts R-0.0 Method Blower door test PO Box 989 Lights and Appliance Features sandwich MA 02563 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.V 14.4.1 This information does not constitute any warranty of energy.cost or savings: :. ©1985 2014 Architectural Energy Corporation, Boulder, Colorado. v . O .. P►I J fs 71 =--- — —r ---- — ---- '. — ----.. _— rr,, ... W . - FE .. .. :. M- ® � ° ❑ : II I ILI Ili! 1 111I ❑ ® ': 1 . ail p Tmm Jl l i � . I� 0 w . H: 1 will 0 > Z . r I FRONT ELEVATION SMOKE D TECTOR REVIEWED SCALE; I'%4u. = 1 _O Q 1,735 50 FT TOTAL �3 DATE " a N g BOIL I EPT. _ FIRE EPARTMENT DATE 90TH SIGNATURES ARE REQUIRED FOR PERMITT _ — i`i'' — --- --- — --- - w. —=— --- -- - -- ---- w:Q z — -- _ — — la Q O --- ---- -- ---- ----_—/ -- —-- --- — - — —--- --- -- — -- O.. to W lti: Q / N z lU ® W IT ® ®: p JT ao Lj IL SHEET L---J L---J REAR ELEVATION L I I I SCALE: 1/4" = I'—O" �'— L�— JOB:' 1415 DRAKN BY: KW DATE: 8/7/14 U0 ,r. ------------- ob - } - - - - — 12 rj — ae t�. JIL 'a p ------------------------------- v! W Tpt? W :LEFT E F e 4 o ELEVATION . il ma - - _ - -- Q I, z LU W � � am Q FTT 1EM1 FM az � N Nf _ Q � W J. . W U I SHEET RIGHT ELEVATION A21 SCALE 114" _ V_On OS: W5 DI2AWrE BY: KW DATE: 5/7/14. :TRANSOM ABOVE TWT2617 74'-0" :52 1/5 X 21 71ao- .51LCOCK .......... ------------ ........... GOTTA ------ COTTAGE -LE w. E STYLE ................... ...... ........... ---------- 212.1 X A4 7/5..1 X 64 7/8' -------------------aa_.......... COTTAGE STYLE E)ECK*���:�::�?:�:--�.-:.—..�.--7a-a 0 ---------- (3) TWA 6/1 __a......................-----------a 2 1�6' X �4 7/5' ------------- ------ x 14' .......... ------ B I SUN 00 -----------I I a A5 --------------a p I I -a 0 PAW 3161 i 15-LITEO a ?, C4iA UI�D -------------- 4 0 C4---------- rn X .................... . . ......... . U. q UILT IN 2-d 244 Lu :0 CAB'S W1 &4ELVES ABOVE 2A V I —— ———---——————— A I . --I 0 v;NuLTEb CEILING OAK DINING 10'-6" @ FLAT o OAK ———————— —— v__ ——————— MASTER BEDROOM ql�4 114" OAK: IV-W CATHEDRAL CEILING GREAT R00 ZD E= L Tv* OAK ob ————— ————————————— ——————— PWC NE C TW24410 - PULL •ip . T14244101 - r1l 2 2'-4" .9'-2" 3 8��- 10'-4" 12'-41116ATH 30 1/5" X 4b 7e8" 0 118"-X 607/8" DOWN I M�45TER i 15TAIRSI C12 FlAb A660 I .* 1 1 z . .1 :-, I - . . BUILTIN. 21t 24 5/8'x 24 5/8 L__J CAB'S 114/ (2) 14" LVL 'HELVES A50VE GARAGE BEAM E m CONRETE.SLAB PITCH TOWARD DOORS 00 IL LIN 2jk FLAT CEILING REF. RAISED CEILING KITGWEN 10. :.C12 FIXED. U(I _60 w OAK -4 r FL.FORV-1 314' 2 BATP NARROW WALL Qj Ilk .5Q 24 5/8'x 24.5/w BRACING FOY.E.P, V-PA5,14". j —————— - 01 q- HAL— N -4 T- 0" O.W. DOOR 7 0 ,-0' O.W. DOOR OAK TE APRON TW24t6 6/1 E 7 ..CONCRETE F SILO K:] at Z. 4 tu V 110 loll --lo, P. 4-01' ul FORCH %3r Z w z BEDROOM #2 cli < p. *TV �ATWEDRAL CEILING CL tu OAK, cn D BEDROOM #1 OAK: F 13. ol 'OFF OF Z, WIN DO14TO BE 18' 'D p FINISHED A FLOOR 20 5 A C4 M a- C4 SHEET QQ q. 01. all-0-1 V 7. 0.1 E to — 2' 3- -50 .2' -0.1 rr) An 17 -,81 -7- 6-0 11 - . .00 71 0" 24'-0" 12'-0' 14'- -0. 7 74'-0' 4::3 I�AK091 Cb IT!�.ItXL�11 z LITELIT�E Z9 Ot JOB: 1416 : FIRST FLOOR. PLAN DRAWN BY= KK DATE:SCALEi 1/4" V-0" 8/7/14 ?4 0 27-5' I6'-O°.. 131-3" 15'-4" N I6'_O" to 71-qll CIA V --L- . L ———-———.—— — — . 8°x 46" GONG. WALL.. 2-2x10 GIRDER I1b°x10° CONTINUOUS FOOTING TYP, 4x4 P.T. POST I I J GALV. METAL POST ANGI-IOR - 10" °SONO TUBE" PIER W/... . 128° 'BIG FOOT" FOOTING TYP.. I I BASEMENT' _ I : "13 I/2 CONCRETE SLAB .. .. WNW. I J ABEAM POCKET- BEAM POCK ,... _ _ I . 1— ---"----- —� \X� — BEAMFP , ET -- -- -- EAM .:CKET Six 7'-9' CONC. WALL;-.. DROP FOR DOOR 10° , - I +, I i i I _ _ _ •6"xI0° CONTINUOUS FOOTING TYP: .. "UPi "i i. n all I. .I. .. 14i-On r IF --------- CD - I _ 31 I o I- .: I ( I \\\ \ 6 NOTE: Cb 5ANCHOR BOLTS EMBEDDED.7". O . SPACED:52" O.G. \ I = 12" FROM CORNERS .. Six 42" CONC. WALL �'.. �Q I : WASHERS 3"x3"x1/4°" - I 16°x10° CONTINUOUS FOOTING`TYP: - I _ I 'Q 2xI0's \ 2x10's l- r 2x10's- r .:. 2xI0's \� ° I =:. I: GARAGE @ Ib O.C. @ Ib'O.C. @ 16°O.0 I _� I - 4° CONRETE SLAB PITGF TO DO _ .. .. \\\.\,/.�\�II T LOAD ALIGN BEAM POCKET DOTING " .II JI fy III - AFi I _ ( I SLAB "3 I/2° CONCRETE DROP WALL UNDER . .. I I. .. SLAB® DOORs:TrP. Q----- -------- - I\� w ---------- ----------- - ri POCKET I I N _ - -_-- -- I o I I I } az Z I. I ' I QIfy a 10° " O TUB :PIER W/ i I I 0. (L 28" ° IG.FOOT" FOOTING TYP E° I 3-2XIO GIRDER - :. 3 1/2 DIA. STEEL COLUMN A a, , I ,. 301x30°x12" CONCRETE PAD TYPI .. ---- I . 4x4 P.T. POST - -. GALV. METAL POST:ANC14OR . .. ;, B"x 7'-9° CONC.. - _ I6'x10" CONTINUOUS FOOTING TYFC 1 I I BEAM POCKET( . — —— — — .. �o - I N 2'-O" 9'-6" 12" SHEET . ' 24'-0° 12'iB"-O" 14'_0n 74-0" - A4 FOUNDATION PLAN OS:. 1415 . SCALE: 1/4" t'-O" DRAhIN BY:' KW .. DATE: l � N V p MEMO Q [t� 32'=0" RIGID WIND.WASH BARRIER REQUIRED. - tbi_Qn 16i_On .. :. - .. AT EXTERIOR'EDGE.OF EXTERIOR WAL .: .:. TOP PLATE . RIDGE VENT �. :U .. . - 2x12 RI -HOARD. . .. .. . FASTENERS AT ALL .. ._II 7/8' LVL RIDGE _ - . - .. .. .. .BON-STRUCTURAL - - .:. � .. � .� RAFTER / TOP PLATE O NS TYP.. L ASPHALT SHINGLES . a 0 /oe- 5/8 CDX PLYWOOD - - .:NON-STRUCTURAL : .. .- Z •.0 BLOCKING 4'-0"O.C. - - " - 12 (3) 1 3/4" x 9 1/2" LVL'BEAM 2x12 RIDGE, IN FIRST TWO JOIST t:RAFTER 12 - BAYS FROM GABLE.WALL Q F:G. INSUL. ?+/tee- �+ i n ii \be O OG d it 1 II_ II II -11. II, :.II II II Ixb I6° O,C G: _- aa\ I II u u u Ir II a ii ii ii ,y+�0 �c ry n :. Imo, . .. ;(2) x 14" LVL BEAM : "' I u u n :." u u n u u n .. (3) 2x10's .. �. I - KITGNEN I REA OOM PING ixb T4G BEAD BD. ' I' '- 5x8 F.C. GYP. BD. - -POST IN WALL LIVING O (3).2x12 HDR. VING � a BETWEEN GARAGE <" :. 8° COLUMN : : .\ i BEYOND' .\ .: AREA _ :G ARAGE SUNROOM � T4G'3/4"105B 2x6's 01604. � cp 2x10s 0 6"O.0. W/a SOLID BLOCKING F.G. INSUL. .. ._. .. ..:..... ....-....�I 1/2" CDX SHEATHING R 19 F.G. INSUL. . TYVEK/ R.C. CLAP B ... ....FRONT /-W.C. SHINGLE .. 4" CONCRETE SLAB :. :SIDES 0 REAR ' :. - PITCH TOWARD:DOORS '16" Q.C. - T. 2x8's .. .. . .:. (3).2x10 GIRDER TYP. .. 10" CONC. SONO"PIE _ - : -- R W. 3 1/2° STEEL COL. --- Lu 30'z30"x12° FOOTIN ---------- V J. .. BASEMENT LJ A 3 1/2" CONC. SLAB - ---- 0 W.'pC ......... . EMU OL Z z 26-0° _ = IL 1q, 3„ 4 NOTE: .24' 0" �. 5/8" ANCHOR BOLTS V EMBEDDED.7n N t- SPACED 32" O.G. 12" FROM CORNERS. WASHERS 3"xV..'xV4"': SECTION "An SECTION 8 NOTE II II CONTRACTOR TO REFER SCALE: 1/4" = I'—O" TO WFCM 110 X B AND SCALE: 1/4" = I'—O" CHECKLIST FOR ADDITIONAL NIGH WIND TECHNIQUES RELATED TO"THIS PLAN SHEET A5 .. - JOS:: - 1415 .. DRAWN: BY: KW DATE: 8/77/14 N t�I W J 0 O :. - .. W Lo 14'-On 0. Yn i MEMO l .. - t7 W .O. I. Sba po W Im GARAGE. m a _ x wtu Z Q � � " 8 a 6 O.G. .. - a Z, to 10-4°. SHEET FIRST FLOOR FRAMING FRAMINGL PLAN JOB: . 1415 S.-GALE: i/4" V-O° DRAWN 6Y: KW DATE: 8/711 4 . N � t0 OMNI LLI N O. a .- (1) 9 1/2 LVL : - . 'TRUE VALLEY" _ - .. ^ .. 0 EXPOSED BELOW **AA MI. W � M e _ J J N M 2x12 RIDGE N O r 1�1 . :W ob. cli :. .2x12 RIDGE W !n: W :. .(.):Ii /8° LVL RIDGE �- m IL RIN'BEA GALL W �Ltu III Z 24'-0". _ —— — Z J Z W — u1 Y Q w. uc.Lu J : n � W °BU.ILD OVER" VALL EY (kl- Z 71... .. ... .. ... .. .. ... - - Q .. _ "BUILD OVER VALLEY 12--O" 26i_On SHEET ROOF FRAM I NG PLAN lz SCALE: 114" = 1'-0" A7 JOB: .. 1415 . DRAWN:BY: KW DATE._ . 8/7/14 .. N : . N t0 UN . p W J V J n n..a ' W Z j JOINT DESCRIPTION* NUMBER OF NUMBER OF NAIL SPACING .. COMMON NAILS BOX NAILS F. RAMING .. .. - ' EXEND HDR TO CORNER .. :. BLOOGOK NGFTo RAFTER(ro' E NAILED 2-ad 2-IOd EACH END .. 2x6 DEL TOP. PLATE RIM BOARD TO RAFTER.(END NAILED 2-16d S-16d EACH END O a �y1 r WALL FRAMING :.. m . (3) FULL HGT. STUDS - INTERSECTIONS4 6d - e 6d A JDN I JACK STUD :. „ STUD PTOTSTUD(FACE NAILED) (F 2 116d' 2 116d _ 24"O.C.tS . .. .. r \ HEADER TO HEADER(FACE NAILED)C 16d Ibd 24"-O.0 ALONG EDGES �. .. .. .. .. .. . E NAILED)' ' NAIL TOP PLATE FLOOR FRAMING.. TO BTM:OF HEIR. ../ JOIST TO SILL, TOP PLATE-OR AIL GIRDER TOE NAILED .. :. W/ 2 ROWS OF Ibd NAILS - 9 TO J015 (TOE NAIL ( - - .. '2-IOd EACH END.. .. LOCKING T. TO NAILED) 2-Sd ) ob BLOCKING TO.SILL OR TOP PLATE(TOE NAILED) - 9-16d - 4-16d EACH.BLOCK O - STRUCTURAL PANEL - :1-1 CONTINUOUS HEADER Jos LEDGER ON LEIDGER TP TO BEAM eEAn(TOE NAILED)'OR GIRDER(FACIE NA ) 9-IBd 9-IOd PER JOIST . .. .. : .. NAILED) NAILED 8d COMMON - '? -®:MULTIPLE OPENINGS BAND JolsT 70 Jo15T ND AILD S-I6d 4-16d PER JOIST (E N ) . O.C.'EDGE AND FIELD �',' :_ BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D - E-16d PER FOOT. R� - ROOF SHEATHING. :. M W : DOOR TRIMMER STUDS : - - L PANELS IOd 6" EDGE/6°FIELD OR TRUSSES SPACED OVER 16 D.C. _ D STRUCTURAL FTERS OR TRUSSES SPACED VP TO 16'-O.C. �:--ad� IOd �::.' 4°.EDGE/6"FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG ad IOd 6'-EDGE/6°FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL ad IOd 6' EDGE/6"FIELD Im �F7iIl OUTLOOKER5 -. GABLE ENDWALL RAKEOR RAKE TRUSS w/LOOKOUT BLOCKS 6d IOd 4'EDGE/4' FIELD .27 5/5'.' ANCHOR BOLTS I'I .. - . .. : .. CEILING SHEATING .w/:3"x3" PLATE WASHERS. - ... .. .. �� GYPSUM WALLBOARD H Sd'COOLERS - _V.EDGE/10"FIELD - .. .. " IWACL SHEATHING WOOD STRUCTURAL PANELS STUDS SPACED UP TO:24'O,C. ad IOd 6" EDGE/12'FIELD .. .. PANELS - .. . .. . qI . .. .. 1°AND.�'FIBERBOARD' Bd.. V:EDGE/6".FIELD. .. . GYPSUM WALLBOARD - Ed COOLERS - 7"EDGE/IO"FIELD " FLOOR :SHEATHING .. WOOD STRUCTURAL PANELS - W. I"OR LESS ad IOd. 6"EDGE/1' FIELD :w Z' .. .. .. GREATER THAN I - - IOd - 16d 6° EDGE/6'FIELD - .. .. .. Z �. d W Y Ca p NARROW WALL BRACING AT GARAGE DOOR w IV 1 SCALE: N.T.S. .. Q IV Z Lil 3 IL �. U: N: N. o SHEAR WALL COMPLIANCE:.. �. ; W= W% OF EACH WALL RUN VERTICAL 544EATHING WITH 8d NAILS B" EDGE/12"' 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 JAB JOB': . 1415 o 041L/ Foundation Certification in Barnstable, MA Prepared For ; Lot 94 N #70 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 b539 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 r 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' 08-28-14 00 Z \ s G� �s. 17.01 \ F / 0 \ , 19.Go0' N \ �t \ 24.3' - I ^ 2.0' W I 14 0` z ly o a 0O 144 N 0 ,n U 14.0 W 010 Q 0 zo 2.0' y \ _ , 0 � O N T.O.F. = 64.6 24.0' z 0 (!ii O a tb SP P Q N O .-1 O 00 00 3 O m a N I CERTIFY, THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN o COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN OF NOFkll BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO z PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg -45) AND IS NOT LOCATED WITHIN A ��� SHANE � G SPECIAL FLOOD HAZARD AREA. M.LU IT TO BE USED TO ESTABLISH PROPERTY LINES. IAL®87 - THIS PLAN IS NOT,TO BE RECORDED NOR IS o REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE O N Ln O N - O GENERAL NOTES., 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/REAR = 10' 3. UMN 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 CRITICAI. ENVIRONMENTAL CONCERN). 00 SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED Q HWATS OF RARE WUXIF'E" FOR USE WITH THE MA WETLANDS z \\\\ PROTECTION ACT REGULATIONS (310 CAN? 10)." w SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP \w MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS." w w SITE IS NOT WITHIN A PRIORITY KWAT PER NHESP MAP OCTOBER w w 1, 2006 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES w w�e UNDER RTiHE 3( R MASSACH USETTS ENDANGERED SPECIES ACT, ) SITE IS WITHIN A STATE APPROVED ZONE A GROUND WATER � w RE040GE PR07ECTION AREA \ 80 ww W7 w w \ 60 `w \ \6b, w \ \ \ w w VEGETATED\14- DEEP �� ~� CONSTRUCTION NOTES: RAIN GARDEN (250 C.F. STORAGE) '11k, 4, �• ,. s 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE T0P-60.0/ BOTTOM-58.5 ,? ��� w SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. 62 .y` F qp 'w w 2. ALL GRADING, MWA, AND UTI N NOTES ON SHEET C-5 FROM RD w THE SUBOMSION CONSTRUCTION PLANS FOR COTUIT MEADOWS, ' \\ Gti DATED 6125107, SHALL HEREBY APPLY TO THIS SITE PUN. PROVIDE (1 6 DNA. z w w 64.0 17,0 \''w 8A DEEP WCHING .TONE \ e y 3. SEWER BUILDING CONNECTIONS: SURROUN6NGSIN W/11' MIN S(OR ,� �, ` �'� '� �` - SET CLEANOUT5 AND MAINTAIN CLEARANCE FROM 07HER U71UMS EQUAIENT VOLUME `� 'LOT 94 `. N AS REQUIRED BY BARNSTABLE DPW. OF 289 �F) CONNECT ��,57'3 S.F. - MINIMUM SEWER SERVICE CONNECTION SLOPE SFWl 8E 2.1x. ALL ROOF 017E a ACRES �► DOWNSPOUTS TO \ I.EACHINO BASIN W 54.1 ' ,cm 4.3 64.1 �; BE o a21 12.0 or 640 ;0 " WA `www N � 64.114.0 CURB S *� Cotult Meadows ws Subdivision 57.67 40 o , "' , 1 -s Cotuit-Barnstable, Massachusetts cc ppce�O�1� �y�p `0`` C/0 w ,/ r x PREPARED FOR 63.5 J 1 o COTUIT EQUITABLE HOUSING, LLC PROPOSED 63.03 O BOX 9S DRIVEWAY `�'�=w ,,> > c) a15 P L4 • • '�\ 2.397E OntoM�Ie to 37 6 � , � C ! WM32 Z �1�' -�-w - -;• s /#0 Site Plan HP INV OUT a► P ,, - 70 Spring Brook Lane s w 1Q, w w M �� 68 ,��� 04 5.5 BAMR,.,� �..�� c 5 NYE ENGNEERIlVG & SURVEYING dN Registered Professional 63.66 /•;03• LOT 95 xes•H� ' 63.68 y8m and Land Surveyors N -l�q6 u�� �\ / „per 78 North Street,3rd Floor,Hyannis,MA 02601 ,XA of Mgss9� 6S5 ,e;-� `• .� Phone-(508)771-7502 Fax-(508)771-7622 0� MATTHEW y, �o W EDD to 20 0 20 40 ,�� �No.43183 D SCALE IN FEET ��s NA SCALE. 1" = 20' : 0 -11-14 ., REV. DATE: REMARKS 0Tm94 12 It 01 1AIQ N 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw i6 I u tt 2005-214 Ii